Bujagali Energy Limited Bujagali Hydro-Electric Power Project
Salini Costruttori Site Material Laboratory Report
SA-D-GE-TR-1173
Table of Contents
1. LIST OF STANDARDS .................................................... 3
2. WEATHER ........................................................................ 5
3. AGGREGATE QUALITY TEST SUMMARY ............ 8 3.1 MATERIAL FINER THAN 0.075 MM ........................................................................ 3.2 CLAY LUMPS AND FRIABLE PARTICLES ................................................................... 3.3 LOS ANGELES ABRASION TEST ............................................................................ 3.4 SPECIFIC GRAVITY AND ABSORPTION ..................................................................... 3.5 SOUNDNESS .................................................................................................. 3.6 FLAKINESS AND ELONGATION .............................................................................
3.7 AGGREGATE CRUCHING VALUE ACV AND AGGREGATE IMPATC VALUE AIV ...….
4. GRADING OF AGGREGATE ...................................... 48 4.1 DETAILS OF TEST RESULT FOR TEST N0. 150 OF MATERIAL FINER THAN 0.075 MM…..
5. CONCRETE TESTS ....................................................... 65
5.1 SUMMARY OF RESULTS ....................................................................... 5.1.1 Test on fresh concrete .......................................................................................................... 5.1.2 Test on moisture content of aggregates .............................................................................
5.1.3 Test on normal Compressive strength of Cylinder samples
5.2 SUMMARY OF CONCRETE STATISTICAL ANALYSIS ........... 195 5.3 SUMMARYOF APPLIED DESIGN MIXES............................................... 202
2
Bujagali Energy Limited Bujagali Hydro-Electric Power Project
Salini Costruttori Site Material Laboratory Report
SA-D-GE-TR-1173
1. LIST OF STANDARDS
NUMBER TITLE YEAR OF ISSUE
ASTM C 39 Test Method for Compressive Strength of Concrete samples
10 July 1999
ASTM C 40 Test Method for Organic Impurities in Fine Aggregates
10 August 1999
ASTM C 42 Test Method for Testing of Drilled cores samples
10 February 1999
ASTM C 556 Test Method for Moisture Content of Aggregates
10 January 1997
ASTM C 88
Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
10 March 1999
ASTM C 117 Test Method for materials finer than 75mm (No.200) Sieve
15 March 1995
ASTM C 123 Test Method for Light weight pieces in aggregates
31 October 1988
ASTM C 131 Test Method for Abrasion and Impact by LA Machine
10 July 1988
ASTM C 136 Test Method for Sieve Analysis of Fine and Coarse Aggregates
10 June 2001
ASTM C 142 Test Method for Clay Lumps and Friable Particles
10 August 1997
ASTM C 143 Test Method for Slump test of freshly mixed concrete
10 November 1998
ASTM C 127
Test Method for Specific Gravity and Absorption of Coarse Aggregates
31 October 1988
ASTM C 128
Test Method for Specific Gravity and Absorption of Fine Aggregates
10 November 1997
ASTM C 191
Test Method for Time of Setting of Hydraulic Cement By Vicat Needle
10 January 1999
ASTM C 231 Test Method for Air Content of Freshly Mixed Concrete
10 January 1997
3
Bujagali Energy Limited Bujagali Hydro-Electric Power Project
Salini Costruttori Site Material Laboratory Report
SA-D-GE-TR-1173
NUMBER TITLE YEAR OF ISSUE
ASTM C 289 Test Method for Alkali Reactivity of Concrete aggregates
15 April 1994
ASTM C 232 Test Method for Bleeding of Concrete1
10 July 1999
ASTM C 188
Test Method for Density of Hydraulic Cement1
10 September 1995
ASTM C430 Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve1
10 December 1996
4
Bujagali Energy Limited Bujagali Hydro-Electric Power Project
Salini Costruttori Site Material Laboratory Report
SA-D-GE-TR-1173
2. WEATHER
5
RAIN
MIN (OC) MAX (OC) Max Min mm
01/11/10 17.4 33.3 100.0 46 0
02/11/10 18.5 31.9 100.0 42 31.8
03/11/10 17.4 30.1 100.0 46 0
04/11/10 17.4 29.1 100.0 47 5.6
05/11/10 17.4 28.5 100.0 50 0
06/11/10 18.9 31.4 100.0 61 0
07/11/10 19.1 29.6 100.0 55 0
08/11/10 16.5 30.9 100.0 59 0
09/11/10 18.9 31.1 100.0 56 0
10/11/10 16.8 30 100.0 49 0
11/11/10 18 31.9 100.0 47 4.4
12/11/10 17 32 100.0 58 1.2
13/11/10 17.7 30.3 100.0 66 29
14/11/10 17.5 29.7 100.0 55 2.6
15/11/10 18 32 100.0 53 4
16/11/10 16.8 32.1 100.0 76 0
17/11/10 17 32.1 100.0 64 4.6
18/11/10 18.9 31.1 100.0 58 0
19/11/10 17 30.7 100.0 77 4
20/11/10 18.9 31.1 100.0 61 0
21/11/10 17 30.7 100.0 50 0
22/11/10 16.8 28.1 100.0 46 0
23/11/10 17.5 29.7 100.0 55 0
24/11/10 17 29.1 100.0 48 0
25/11/10 17.5 31.5 100.0 51 9.6
26/11/10 17.3 30.1 100.0 45 0
27/11/10 16.6 29 100.0 56 0
28/11/10 17.1 31 100.0 49 0
29/11/10 17.3 30 100.0 56 0
30/11/10 17 29.1 100.0 54 9.6
106.4
SITE MATERIALS
TEMPERATURE
DATE
HUMIDITY (%)
LABORATORY
TOTAL TO DATE
BUJAGALI HYDROELECTRIC POWER PROJECT
BUJAGALI ENERGY LIMITED
Rev. 0
WEATHER REPORT
BUJAGALI STATION
Nov-10
0
10
20
30
40
50
60
70
80
90
100
0
5
10
15
20
25
30
35
01/Nov
02/Nov
03/Nov
04/Nov
05/Nov
06/Nov
07/Nov
08/Nov
09/Nov
10/Nov
11/Nov
12/Nov
13/Nov
14/Nov
15/Nov
16/Nov
17/Nov
18/Nov
19/Nov
20/Nov
21/Nov
22/Nov
23/Nov
24/Nov
25/Nov
26/Nov
27/Nov
28/Nov
29/Nov
30/Nov
Rai
n (m
m)
Hum
idity
(%)
Tem
p. (
deg.
C)
RAIN mm TEMPERATURE MIN (OC) TEMPERATURE MAX (OC) HUMIDITY (%) Max HUMIDITY (%)
6
WIND DIRECTION
mBar(max) mBar(min) Max Min FROM(0°) N
01/11/10 895 700 6 0 168 0°N
02/11/10 895 700 8 0 152
03/11/10 895 700 4 0 221
04/11/10 895 700 7 0 190
05/11/10 895 700 6 0 181
06/11/10 895 700 5 0 252
07/11/10 895 700 8 0 252 270°W 90°E
08/11/10 895 700 7 0 115
09/11/10 895 700 6 0 308
10/11/10 895 700 5 0 195
11/11/10 895 700 11 0 201 180°S
12/11/10 895 700 12 0 148
13/11/10 895 700 13 0 140
14/11/10 895 700 9 0 193
15/11/10 895 700 7 0 208
16/11/10 895 700 5 0 125
17/11/10 895 700 10 0 177
18/11/10 895 700 4 0 116
19/11/10 895 700 6 0 207
20/11/10 895 700 7 0 128
21/11/10 895 700 7 0 209
22/11/10 895 700 8 0 179
23/11/10 895 700 8 0 143
24/11/10 895 700 6 0 224
25/11/10 895 700 9 0 219
26/11/10 895 700 9 0 255
27/11/10 895 700 6 0 167
28/11/10 895 700 10 0 146
29/11/10 895 700 6 0 208
30/11/10 895 700 11 0 218
Nov-10SITE MATERIALS
ATMOSPHERIC PRESSURE
DATE
WIND SPEED(m/sec)
LABORATORY
BUJAGALI HYDROELECTRIC POWER PROJECT
BUJAGALI ENERGY LIMITED
Rev. 0
WEATHER REPORT
BUJAGALI STATION
0
5
10
15
20
25
30
0
100
200
300
400
500
600
700
800
900
1000
01/Nov
02/Nov
03/Nov
04/Nov
05/Nov
06/Nov
07/Nov
08/Nov
09/Nov
10/Nov
11/Nov
12/Nov
13/Nov
14/Nov
15/Nov
16/Nov
17/Nov
18/Nov
19/Nov
20/Nov
21/Nov
22/Nov
23/Nov
24/Nov
25/Nov
26/Nov
27/Nov
28/Nov
29/Nov
30/Nov
Win
d S
peed
(m
/s)
Atm
o P
ress
ure.
( m
Bar
)
ATMOSPHERIC PRESSURE mBar(max) ATMOSPHERIC PRESSURE mBar(min) WIND SPEED(m/sec) Max WIND SPEED(m/sec)
7
Bujagali Energy Limited Bujagali Hydro-Electric Power Project
Salini Costruttori Site Material Laboratory Report
SA-D-GE-TR-1173
3. AGGREGATE QUALITY TEST SUMMARY ................ 3.1 MATERIAL FINER THAN 0.075 MM ........................................................................ 3.2 CLAY LUMPS AND FRIABLE PARTICLES ................................................................... 3.3 LOS ANGELES ABRASION TEST ............................................................................ 3.4 SPECIFIC GRAVITY AND ABSORPTION ..................................................................... 3.5 SOUNDNESS .................................................................................................. 3.6 FLAKINESS AND ELONGATION .............................................................................
3.7 AGGREGATE CRUCHING VALUE ACV AND AGGREGATE IMPATC VALUE AIV ...
8
Rev. 0
MATERIAL FINER THAN 75μm BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS ASTM - C117-C33 UGANDA
LABORATORY IN-1012-2-5
AGGREGATE SIZE (mm) 25 - 38
Material source AMPHIBOLITE ROCK LAB. Ref. No. 215
Site Bujagali Hydropower Project Sampling Date 27/11/2010Sampling Location CRUSHING PLANT Tasting Date 28/11/2010
gg
AGGREGATE SIZE (mm)
%
19 - 25
Original dry mass of Sample BDry mass of Sample after washing CPERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100
( )
2373 g
2372 g
AGGREGATE SIZE (mm)
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 0.04 %
5 - 19
Original dry mass of Sample BDry mass of Sample after washing C
AGGREGATE SIZE (mm)
2290 g
2288 g
AGGREGATE SIZE (mm) 1 5 5 ( et)
Dry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 0.09 %
5 - 19
Original dry mass of Sample B
AGGREGATE SIZE (mm)
1516 g
1513 g
0.20 %
1.5 - 5 (wet)
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100
AGGREGATE SIZE (mm)
1379 g
1347 g
FINE AGG
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 2.32 %
COARSE AGG
0 - 1.5 (dry)
Original dry mass of Sample BDry mass of Sample after washing C
8%T.S. LIMIT 3.00%SPEC. LIMIT
For the contractor: Mesfin A.
9
Rev. 0
MATERIAL FINER THAN 75μm BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS ASTM - C117-C33 UGANDA
LABORATORY IN-1012-2-5
Material source River Natural Sand LAB. Ref. No. 215
Site Bujagali Hydropower Project Sampling Date 27/11/2010Sampling Location Stock Pile Tasting Date 28/11/2010
AGGREGATE SIZE (mm)
1623 g
1569.1 g
FINE AGG
3.32 %
COARSE AGGT S LIMIT 3 00%
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100
0 - 5
8%SPEC. LIMITT.S. LIMIT 3.00%
For the contractor: Mesfin A.
10
Rev. 0
MATERIAL FINER THAN 75μm BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS ASTM - C117-C33 UGANDA
LABORATORY IN-1012-2-5
AGGREGATE SIZE (mm) 25 - 38
Material source AMPHIBOLITE ROCK LAB. Ref. No. 214
Site Bujagali Hydropower Project Sampling Date 23/11/2010Sampling Location CRUSHING PLANT Tasting Date 24/11/2010
gg
AGGREGATE SIZE (mm)
%
19 - 25
Original dry mass of Sample BDry mass of Sample after washing CPERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100
( )
2603 g
2601 g
AGGREGATE SIZE (mm)
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 0.08 %
5 - 19
Original dry mass of Sample BDry mass of Sample after washing C
AGGREGATE SIZE (mm)
1990 g
1988 g
AGGREGATE SIZE (mm) 1 5 5 ( et)
Dry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 0.10 %
5 - 19
Original dry mass of Sample B
AGGREGATE SIZE (mm)
1341 g
1337.2 g
0.28 %
1.5 - 5 (wet)
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100
AGGREGATE SIZE (mm)
1321 g
1273 g
FINE AGG
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 3.63 %
COARSE AGG
0 - 1.5 (dry)
Original dry mass of Sample BDry mass of Sample after washing C
8%T.S. LIMIT 3.00%SPEC. LIMIT
For the contractor: Mesfin A.
11
Rev. 0
MATERIAL FINER THAN 75μm BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS ASTM - C117-C33 UGANDA
LABORATORY IN-1012-2-5
Material source River Natural Sand LAB. Ref. No. 214
Site Bujagali Hydropower Project Sampling Date 23/11/2010Sampling Location Stock Pile Tasting Date 24/11/2010
AGGREGATE SIZE (mm)
1562 g
1511 g
FINE AGG
3.27 %
COARSE AGGT S LIMIT 3 00%
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100
0 - 5
8%SPEC. LIMITT.S. LIMIT 3.00%
For the contractor: Mesfin A.
12
Rev. 0
MATERIAL FINER THAN 75μm BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS ASTM - C117-C33 UGANDA
LABORATORY IN-1012-2-5
AGGREGATE SIZE (mm) 25 - 38
Material source AMPHIBOLITE ROCK LAB. Ref. No. 213
Site Bujagali Hydropower Project Sampling Date 19/11/2010Sampling Location CRUSHING PLANT Tasting Date 20/11/2010
gg
AGGREGATE SIZE (mm)
%
19 - 25
Original dry mass of Sample BDry mass of Sample after washing CPERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100
( )
2352 g
2351.3 g
AGGREGATE SIZE (mm)
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 0.03 %
5 - 19
Original dry mass of Sample BDry mass of Sample after washing C
AGGREGATE SIZE (mm)
2472 g
2470.3 g
AGGREGATE SIZE (mm) 1 5 5 ( et)
Dry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 0.07 %
5 - 19
Original dry mass of Sample B
AGGREGATE SIZE (mm)
1374 g
1368 g
0.44 %
1.5 - 5 (wet)
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100
AGGREGATE SIZE (mm)
1395 g
1333.9 g
FINE AGG
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 4.38 %
COARSE AGG
0 - 1.5 (dry)
Original dry mass of Sample BDry mass of Sample after washing C
8%T.S. LIMIT 3.00%SPEC. LIMIT
For the contractor: Mesfin A.
13
Rev. 0
MATERIAL FINER THAN 75μm BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS ASTM - C117-C33 UGANDA
LABORATORY IN-1012-2-5
Material source River Natural Sand LAB. Ref. No. 213
Site Bujagali Hydropower Project Sampling Date 19/11/2010Sampling Location Stock Pile Tasting Date 20/11/2010
AGGREGATE SIZE (mm)
1500 g
1456.8 g
FINE AGG
2.88 %
COARSE AGGT S LIMIT 3 00%
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100
0 - 5
8%SPEC. LIMITT.S. LIMIT 3.00%
For the contractor: Mesfin A.
14
Rev. 0
MATERIAL FINER THAN 75μm BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS ASTM - C117-C33 UGANDA
LABORATORY IN-1012-2-5
AGGREGATE SIZE (mm) 25 - 38
Material source AMPHIBOLITE ROCK LAB. Ref. No. 212
Site Bujagali Hydropower Project Sampling Date 16/11/2010Sampling Location CRUSHING PLANT Tasting Date 17/11/2010
gg
AGGREGATE SIZE (mm)
%
19 - 25
Original dry mass of Sample BDry mass of Sample after washing CPERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100
( )
2240.5 g
2239.4 g
AGGREGATE SIZE (mm)
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 0.05 %
5 - 19
Original dry mass of Sample BDry mass of Sample after washing C
AGGREGATE SIZE (mm)
2381.5 g
2380.3 g
AGGREGATE SIZE (mm) 1 5 5 ( et)
Dry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 0.05 %
5 - 19
Original dry mass of Sample B
AGGREGATE SIZE (mm)
1419 g
1413.2 g
0.41 %
1.5 - 5 (wet)
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100
AGGREGATE SIZE (mm)
1401 g
1344.3 g
FINE AGG
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 4.05 %
COARSE AGG
0 - 1.5 (dry)
Original dry mass of Sample BDry mass of Sample after washing C
8%T.S. LIMIT 3.00%SPEC. LIMIT
For the contractor: Mesfin A.
15
Rev. 0
MATERIAL FINER THAN 75μm BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS ASTM - C117-C33 UGANDA
LABORATORY IN-1012-2-5
Material source River Natural Sand LAB. Ref. No. 212
Site Bujagali Hydropower Project Sampling Date 16/11/2010Sampling Location Stock Pile Tasting Date 17/11/2010
AGGREGATE SIZE (mm)
1435 g
1390.1 g
FINE AGG
3.13 %
COARSE AGGT S LIMIT 3 00%
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100
0 - 5
8%SPEC. LIMITT.S. LIMIT 3.00%
For the contractor: Mesfin A.
16
Rev. 0
MATERIAL FINER THAN 75μm BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS ASTM - C117-C33 UGANDA
LABORATORY IN-1012-2-5
AGGREGATE SIZE (mm) 25 - 38
Material source AMPHIBOLITE ROCK LAB. Ref. No. 211
Site Bujagali Hydropower Project Sampling Date 13/11/2010Sampling Location CRUSHING PLANT Tasting Date 14/11/2010
gg
AGGREGATE SIZE (mm)
%
19 - 25
Original dry mass of Sample BDry mass of Sample after washing CPERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100
( )
2129 g
2127.5 g
AGGREGATE SIZE (mm)
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 0.07 %
5 - 19
Original dry mass of Sample BDry mass of Sample after washing C
AGGREGATE SIZE (mm)
2291 g
2290.3 g
AGGREGATE SIZE (mm) 1 5 5 ( et)
Dry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 0.03 %
5 - 19
Original dry mass of Sample B
AGGREGATE SIZE (mm)
1464 g
1458.4 g
0.38 %
1.5 - 5 (wet)
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100
AGGREGATE SIZE (mm)
1407 g
1354.8 g
FINE AGG
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 3.71 %
COARSE AGG
0 - 1.5 (dry)
Original dry mass of Sample BDry mass of Sample after washing C
8%T.S. LIMIT 3.00%SPEC. LIMIT
For the contractor: Mesfin A.
17
Rev. 0
MATERIAL FINER THAN 75μm BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS ASTM - C117-C33 UGANDA
LABORATORY IN-1012-2-5
Material source River Natural Sand LAB. Ref. No. 211
Site Bujagali Hydropower Project Sampling Date 13/11/2010Sampling Location Stock Pile Tasting Date 14/11/2010
AGGREGATE SIZE (mm)
1565 g
1525 g
FINE AGG
2.56 %
COARSE AGGT S LIMIT 3 00%
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100
0 - 5
8%SPEC. LIMITT.S. LIMIT 3.00%
For the contractor: Mesfin A.
18
Rev. 0
MATERIAL FINER THAN 75μm BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS ASTM - C117-C33 UGANDA
LABORATORY IN-1012-2-5
AGGREGATE SIZE (mm) 25 - 38
Material source AMPHIBOLITE ROCK LAB. Ref. No. 210
Site Bujagali Hydropower Project Sampling Date 9/11/2010Sampling Location CRUSHING PLANT Tasting Date 10/11/2010
gg
AGGREGATE SIZE (mm)
%
19 - 25
Original dry mass of Sample BDry mass of Sample after washing CPERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100
( )
2363.5 g
2361.5 g
AGGREGATE SIZE (mm)
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 0.08 %
5 - 19
Original dry mass of Sample BDry mass of Sample after washing C
AGGREGATE SIZE (mm)
2209.5 g
2208.4 g
AGGREGATE SIZE (mm) 1 5 5 ( et)
Dry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 0.05 %
5 - 19
Original dry mass of Sample B
AGGREGATE SIZE (mm)
1252 g
1249.5 g
0.20 %
1.5 - 5 (wet)
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100
AGGREGATE SIZE (mm)
1483.5 g
1427.9 g
FINE AGG
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 3.75 %
COARSE AGG
0 - 1.5 (dry)
Original dry mass of Sample BDry mass of Sample after washing C
8%T.S. LIMIT 3.00%SPEC. LIMIT
For the contractor: Mesfin A.
19
Rev. 0
MATERIAL FINER THAN 75μm BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS ASTM - C117-C33 UGANDA
LABORATORY IN-1012-2-5
Material source River Natural Sand LAB. Ref. No. 210
Site Bujagali Hydropower Project Sampling Date 9/11/2010Sampling Location Stock Pile Tasting Date 10/11/2010
AGGREGATE SIZE (mm)
2187.6 g
2110.8 g
FINE AGG
3.51 %
COARSE AGGT S LIMIT 3 00%
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100
0 - 5
8%SPEC. LIMITT.S. LIMIT 3.00%
For the contractor: Mesfin A.
20
Rev. 0
MATERIAL FINER THAN 75μm BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS ASTM - C117-C33 UGANDA
LABORATORY IN-1012-2-5
AGGREGATE SIZE (mm)
Site Bujagali Hydropower Project Sampling Date 5/11/2010Sampling Location CRUSHING PLANT Tasting Date 6/11/2010Material source AMPHIBOLITE ROCK LAB. Ref. No. 209
25 - 38gg
AGGREGATE SIZE (mm)
Original dry mass of Sample BDry mass of Sample after washing CPERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 %
19 - 25( )
2289.7 g
2289.4 g
AGGREGATE SIZE (mm)
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 0.01 %
5 - 19AGGREGATE SIZE (mm)
2521.9 g
2516.4 g
AGGREGATE SIZE (mm)
5 - 19
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 0.22 %
1 5 5 ( et)AGGREGATE SIZE (mm)
1389 g
1386.2 g
1.5 - 5 (wet)
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 0.20 %
AGGREGATE SIZE (mm)
1429.2 g
1361.6 g
FINE AGG
0 - 1.5 (dry)
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 4.73 %
COARSE AGG
8%T.S. LIMIT 3.00%SPEC. LIMIT
For the contractor: Mesfin A.
21
Rev. 0
MATERIAL FINER THAN 75μm BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS ASTM - C117-C33 UGANDA
LABORATORY IN-1012-2-5
Site Bujagali Hydropower Project Sampling Date 5/11/2010Sampling Location Stock Pile Tasting Date 6/11/2010Material source River Natural Sand LAB. Ref. No. 209
AGGREGATE SIZE (mm)
1197.7 g
1154.2 g
FINE AGG
0 - 5
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 3.63 %
COARSE AGGT S LIMIT 3 00%
8%SPEC. LIMITT.S. LIMIT 3.00%
For the contractor: Mesfin A.
22
Rev. 0
MATERIAL FINER THAN 75μm BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS ASTM - C117-C33 UGANDA
LABORATORY IN-1012-2-5
AGGREGATE SIZE (mm)
Site Bujagali Hydropower Project Sampling Date 3/11/2010Sampling Location CRUSHING PLANT Tasting Date 4/11/2010Material source AMPHIBOLITE ROCK LAB. Ref. No. 208
25 - 38gg
AGGREGATE SIZE (mm)
Original dry mass of Sample BDry mass of Sample after washing CPERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 %
19 - 25( )
2161.3 g
2159.6 g
AGGREGATE SIZE (mm)
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 0.08 %
5 - 19AGGREGATE SIZE (mm)
2343.4 g
2341.6 g
AGGREGATE SIZE (mm)
5 - 19
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 0.08 %
1 5 5 ( et)AGGREGATE SIZE (mm)
2278.5 g
2276 g
1.5 - 5 (wet)
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 0.11 %
AGGREGATE SIZE (mm)
1820.2 g
1746.8 g
FINE AGG
0 - 1.5 (dry)
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 4.03 %
COARSE AGG
8%T.S. LIMIT 3.00%SPEC. LIMIT
For the contractor: Mesfin A.
23
Rev. 0
MATERIAL FINER THAN 75μm BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS ASTM - C117-C33 UGANDA
LABORATORY IN-1012-2-5
Site Bujagali Hydropower Project Sampling Date 3/11/2010Sampling Location Stock Pile Tasting Date 4/11/2010Material source River Natural Sand LAB. Ref. No. 208
AGGREGATE SIZE (mm)
3177.5 g
3069.8 g
FINE AGG
0 - 5
Original dry mass of Sample BDry mass of Sample after washing C
PERCENTAGE OF MATERIAL FINER THAN 75μm SIEVE BY WASHING
A=[(B-C)/B] x 100 3.39 %
COARSE AGGT S LIMIT 3 00%
8%SPEC. LIMITT.S. LIMIT 3.00%
For the contractor: Mesfin A.
24
CLAY LUMPS AND FRIABLE BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
Rev.0
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
LABORATORY ASTM - C142 IN-1012-2-6
Site Bujagali Hydropower Project Sampling Date 27/11/2010Sampling Location Cruching Plant Tasting Date 29/11/2010
Material source Bujagali Amphybolite LAB Ref No 215Material source Bujagali Amphybolite LAB. Ref. No. 215
AGGREGATE SIZE
SIZE OF PARTICLES SIZE OF SIEVE FOR REMOLDING RESIDUM MASS OF TEST SAMPLE MASS OF PARTICLE
RETAINEDPERCENT OF CLAY LAMPS AND
FRIABLE PARTICLESSIZE OF PARTICLES REMOLDING RESIDUM MASS OF TEST SAMPLE RETAINED FRIABLE PARTICLES
(mm) Opening size M (g) R (g) P=[(M-R)/M]x100 (%)
0-1.5 1.18 - 4.75 850μm 1470 1459 0.77
1.5-5 1.18 - 4.75 850μm 1032 1026 0.58
4.75 -9.5 2.36mm 2448 2446 0.08
2394 2393 0.059.5 - 19 4.75mm
19 - 25 4.75mm 3601 3599 0.06
FINE AGGT.S LIMIT < 3%
No Production
COARSE AGG< 1%
19 25 4.75mm 3601 3599 0.06
25 - 37.5 4.75mm
T.S LIMIT 3% 1%
For the contractor: Mesfin A.
25
CLAY LUMPS AND FRIABLE BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
Rev.0
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
LABORATORY ASTM - C142 IN-1012-2-6
Site Bujagali Hydropower Project Sampling Date 27/11/2010Sampling Location Stock Pile Tasting Date 29/11/2010
Material source River Natural Sand LAB Ref No 215Material source River Natural Sand LAB. Ref. No. 215
AGGREGATE SIZE
SIZE OF PARTICLES SIZE OF SIEVE FOR REMOLDING RESIDUM MASS OF TEST SAMPLE MASS OF PARTICLE
RETAINEDPERCENT OF CLAY LAMPS AND
FRIABLE PARTICLES
M (g) R (g) P=[(M-R)/M]x100 (%)
2.88
SIZE OF PARTICLES REMOLDING RESIDUM MASS OF TEST SAMPLE RETAINED FRIABLE PARTICLES
(mm) Opening size
0-5 1.18 - 4.75 850μm 1260 1224
FINE AGGT.S LIMIT < 3%
COARSE AGG< 1%T.S LIMIT 3% 1%
For the contractor: Mesfin A.
26
CLAY LUMPS AND FRIABLE BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
Rev.0
Sampling Location Cruching Plant Tasting Date 25/11/2010
Material source Bujagali Amphybolite LAB Ref No 214
LABORATORY ASTM - C142 IN-1012-2-6
Site Bujagali Hydropower Project Sampling Date 23/11/2010
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
SIZE OF PARTICLES SIZE OF SIEVE FOR REMOLDING RESIDUM MASS OF TEST SAMPLE MASS OF PARTICLE
RETAINEDPERCENT OF CLAY LAMPS AND
FRIABLE PARTICLES
AGGREGATE SIZE
Material source Bujagali Amphybolite LAB. Ref. No. 214
0-1.5 1.18 - 4.75 850μm 1564 1561 0.19
SIZE OF PARTICLES REMOLDING RESIDUM MASS OF TEST SAMPLE RETAINED FRIABLE PARTICLES
(mm) Opening size M (g) R (g) P=[(M-R)/M]x100 (%)
4.75 -9.5 2.36mm 2147 2145 0.08
1.5-5 1.18 - 4.75 850μm 1434 1432 0.14
19 - 25 4.75mm 3556 3555 0.03
9.5 - 19 4.75mm 2271 2270 0.05
FINE AGGT.S LIMIT < 3%
COARSE AGG< 1%
19 25 4.75mm 3556 3555 0.03
25 - 37.5 4.75mm No Production
T.S LIMIT 3% 1%
For the contractor: Mesfin A.
27
CLAY LUMPS AND FRIABLE BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
Rev.0
Sampling Location Stock Pile Tasting Date 25/11/2010
Material source River Natural Sand LAB Ref No 214
LABORATORY ASTM - C142 IN-1012-2-6
Site Bujagali Hydropower Project Sampling Date 23/11/2010
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
SIZE OF PARTICLES SIZE OF SIEVE FOR REMOLDING RESIDUM MASS OF TEST SAMPLE MASS OF PARTICLE
RETAINEDPERCENT OF CLAY LAMPS AND
FRIABLE PARTICLES
AGGREGATE SIZE
Material source River Natural Sand LAB. Ref. No. 214
0-5 1.18 - 4.75 850μm 1020 996 2.35
SIZE OF PARTICLES REMOLDING RESIDUM MASS OF TEST SAMPLE RETAINED FRIABLE PARTICLES
(mm) Opening size M (g) R (g) P=[(M-R)/M]x100 (%)
FINE AGGT.S LIMIT < 3%
COARSE AGG< 1%T.S LIMIT 3% 1%
For the contractor: Mesfin A.
28
CLAY LUMPS AND FRIABLE BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
Rev.0
Sampling Location Cruching Plant Tasting Date 21/11/2010
Material source Bujagali Amphybolite LAB Ref No 213
LABORATORY ASTM - C142 IN-1012-2-6
Site Bujagali Hydropower Project Sampling Date 19/11/2010
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
SIZE OF PARTICLES SIZE OF SIEVE FOR REMOLDING RESIDUM MASS OF TEST SAMPLE MASS OF PARTICLE
RETAINEDPERCENT OF CLAY LAMPS AND
FRIABLE PARTICLES
AGGREGATE SIZE
Material source Bujagali Amphybolite LAB. Ref. No. 213
0-1.5 1.18 - 4.75 850μm 1472 1465 0.45
SIZE OF PARTICLES REMOLDING RESIDUM MASS OF TEST SAMPLE RETAINED FRIABLE PARTICLES
(mm) Opening size M (g) R (g) P=[(M-R)/M]x100 (%)
4.75 -9.5 2.36mm 2507 2504 0.12
1.5-5 1.18 - 4.75 850μm 1420 1414 0.40
19 - 25 4.75mm 3440 3439 0.03
9.5 - 19 4.75mm 2471 2469 0.08
FINE AGGT.S LIMIT < 3%
COARSE AGG< 1%
19 25 4.75mm 3440 3439 0.03
25 - 37.5 4.75mm No Production
T.S LIMIT 3% 1%
For the contractor: Mesfin A.
29
CLAY LUMPS AND FRIABLE BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
Rev.0
Sampling Location Stock Pile Tasting Date 21/11/2010
Material source River Natural Sand LAB Ref No 213
LABORATORY ASTM - C142 IN-1012-2-6
Site Bujagali Hydropower Project Sampling Date 19/11/2010
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
SIZE OF PARTICLES SIZE OF SIEVE FOR REMOLDING RESIDUM MASS OF TEST SAMPLE MASS OF PARTICLE
RETAINEDPERCENT OF CLAY LAMPS AND
FRIABLE PARTICLES
AGGREGATE SIZE
Material source River Natural Sand LAB. Ref. No. 213
0-5 1.18 - 4.75 850μm 1403 1378 1.75
SIZE OF PARTICLES REMOLDING RESIDUM MASS OF TEST SAMPLE RETAINED FRIABLE PARTICLES
(mm) Opening size M (g) R (g) P=[(M-R)/M]x100 (%)
FINE AGGT.S LIMIT < 3%
COARSE AGG< 1%T.S LIMIT 3% 1%
For the contractor: Mesfin A.
30
CLAY LUMPS AND FRIABLE BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
Rev.0
Sampling Location Cruching Plant Tasting Date 18/11/2010
Material source Bujagali Amphybolite LAB Ref No 212
LABORATORY ASTM - C142 IN-1012-2-6
Site Bujagali Hydropower Project Sampling Date 16/11/2010
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
SIZE OF PARTICLES SIZE OF SIEVE FOR REMOLDING RESIDUM MASS OF TEST SAMPLE MASS OF PARTICLE
RETAINEDPERCENT OF CLAY LAMPS AND
FRIABLE PARTICLES
AGGREGATE SIZE
Material source Bujagali Amphybolite LAB. Ref. No. 212
0-1.5 1.18 - 4.75 850μm 1458 1452 0.40
SIZE OF PARTICLES REMOLDING RESIDUM MASS OF TEST SAMPLE RETAINED FRIABLE PARTICLES
(mm) Opening size M (g) R (g) P=[(M-R)/M]x100 (%)
4.75 -9.5 2.36mm 2413 2410 0.11
1.5-5 1.18 - 4.75 850μm 1465 1460 0.34
19 - 25 4.75mm 3468 3466 0.05
9.5 - 19 4.75mm 2424 2422 0.08
FINE AGGT.S LIMIT < 3%
COARSE AGG< 1%
19 25 4.75mm 3468 3466 0.05
25 - 37.5 4.75mm No Production
T.S LIMIT 3% 1%
For the contractor: Mesfin A.
31
CLAY LUMPS AND FRIABLE BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
Rev.0
Sampling Location Stock Pile Tasting Date 18/11/2010
Material source River Natural Sand LAB Ref No 212
LABORATORY ASTM - C142 IN-1012-2-6
Site Bujagali Hydropower Project Sampling Date 16/11/2010
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
SIZE OF PARTICLES SIZE OF SIEVE FOR REMOLDING RESIDUM MASS OF TEST SAMPLE MASS OF PARTICLE
RETAINEDPERCENT OF CLAY LAMPS AND
FRIABLE PARTICLES
AGGREGATE SIZE
Material source River Natural Sand LAB. Ref. No. 212
0-5 1.18 - 4.75 850μm 1409 1385 1.72
SIZE OF PARTICLES REMOLDING RESIDUM MASS OF TEST SAMPLE RETAINED FRIABLE PARTICLES
(mm) Opening size M (g) R (g) P=[(M-R)/M]x100 (%)
FINE AGGT.S LIMIT < 3%
COARSE AGG< 1%T.S LIMIT 3% 1%
For the contractor: Mesfin A.
32
CLAY LUMPS AND FRIABLE BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
Rev.0
Sampling Location Cruching Plant Tasting Date 15/11/2010
Material source Bujagali Amphybolite LAB Ref No 211
LABORATORY ASTM - C142 IN-1012-2-6
Site Bujagali Hydropower Project Sampling Date 13/11/2010
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
SIZE OF PARTICLES SIZE OF SIEVE FOR REMOLDING RESIDUM MASS OF TEST SAMPLE MASS OF PARTICLE
RETAINEDPERCENT OF CLAY LAMPS AND
FRIABLE PARTICLES
AGGREGATE SIZE
Material source Bujagali Amphybolite LAB. Ref. No. 211
0-1.5 1.18 - 4.75 850μm 1444 1442 0.14
SIZE OF PARTICLES REMOLDING RESIDUM MASS OF TEST SAMPLE RETAINED FRIABLE PARTICLES
(mm) Opening size M (g) R (g) P=[(M-R)/M]x100 (%)
4.75 -9.5 2.36mm 2318 2316 0.10
1.5-5 1.18 - 4.75 850μm 1509 1505 0.28
19 - 25 4.75mm 3495 3493 0.06
9.5 - 19 4.75mm 2377 2375 0.08
FINE AGGT.S LIMIT < 3%
COARSE AGG< 1%
19 25 4.75mm 3495 3493 0.06
25 - 37.5 4.75mm No Production
T.S LIMIT 3% 1%
For the contractor: Mesfin A.
33
CLAY LUMPS AND FRIABLE BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
Rev.0
Sampling Location Stock Pile Tasting Date 15/11/2010
Material source River Natural Sand LAB Ref No 211
LABORATORY ASTM - C142 IN-1012-2-6
Site Bujagali Hydropower Project Sampling Date 13/11/2010
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
SIZE OF PARTICLES SIZE OF SIEVE FOR REMOLDING RESIDUM MASS OF TEST SAMPLE MASS OF PARTICLE
RETAINEDPERCENT OF CLAY LAMPS AND
FRIABLE PARTICLES
AGGREGATE SIZE
Material source River Natural Sand LAB. Ref. No. 211
0-5 1.18 - 4.75 850μm 1416 1392 1.69
SIZE OF PARTICLES REMOLDING RESIDUM MASS OF TEST SAMPLE RETAINED FRIABLE PARTICLES
(mm) Opening size M (g) R (g) P=[(M-R)/M]x100 (%)
FINE AGGT.S LIMIT < 3%
COARSE AGG< 1%T.S LIMIT 3% 1%
For the contractor: Mesfin A.
34
CLAY LUMPS AND FRIABLE BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
Rev.0
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
LABORATORY ASTM - C142 IN-1012-2-6
Site Bujagali Hydropower Project Sampling Date 9/11/2010Sampling Location Cruching Plant Tasting Date 11/11/2010
Material source Bujagali Amphybolite LAB Ref No 210Material source Bujagali Amphybolite LAB. Ref. No. 210
AGGREGATE SIZE
SIZE OF PARTICLES SIZE OF SIEVE FOR REMOLDING RESIDUM MASS OF TEST SAMPLE MASS OF PARTICLE
RETAINEDPERCENT OF CLAY LAMPS AND
FRIABLE PARTICLESSIZE OF PARTICLES REMOLDING RESIDUM MASS OF TEST SAMPLE RETAINED FRIABLE PARTICLES
(mm) Opening size M (g) R (g) P=[(M-R)/M]x100 (%)
0-1.5 1.18 - 4.75 850μm 1373 1362 0.84
1.5-5 1.18 - 4.75 850μm 1416 1407 0.67
4.75 -9.5 2.36mm 2372 2367 0.21
2331 2328 0.139.5 - 19 4.75mm
19 - 25 4.75mm 3332 3331 0.03
FINE AGGT.S LIMIT < 3%
No Production
COARSE AGG< 1%
19 25 4.75mm 3332 3331 0.03
25 - 37.5 4.75mm
T.S LIMIT 3% 1%
For the contractor: Mesfin A.
35
CLAY LUMPS AND FRIABLE BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
Rev.0
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
LABORATORY ASTM - C142 IN-1012-2-6
Site Bujagali Hydropower Project Sampling Date 9/11/2010Sampling Location Stock Pile Tasting Date 11/11/2010
Material source River Natural Sand LAB Ref No 210Material source River Natural Sand LAB. Ref. No. 210
AGGREGATE SIZE
SIZE OF PARTICLES SIZE OF SIEVE FOR REMOLDING RESIDUM MASS OF TEST SAMPLE MASS OF PARTICLE
RETAINEDPERCENT OF CLAY LAMPS AND
FRIABLE PARTICLES
M (g) R (g) P=[(M-R)/M]x100 (%)
2.52
SIZE OF PARTICLES REMOLDING RESIDUM MASS OF TEST SAMPLE RETAINED FRIABLE PARTICLES
(mm) Opening size
0-5 1.18 - 4.75 850μm 1389 1354
FINE AGGT.S LIMIT < 3%
COARSE AGG< 1%T.S LIMIT 3% 1%
For the contractor: Mesfin A.
36
CLAY LUMPS AND FRIABLE BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
Rev.0
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
LABORATORY ASTM - C142 IN-1012-2-6
Site Bujagali Hydropower Project Sampling Date 5/11/2010Sampling Location Cruching Plant Tasting Date 7/11/2010
Material source Bujagali Amphybolite LAB Ref No 209Material source Bujagali Amphybolite LAB. Ref. No. 209
AGGREGATE SIZE
SIZE OF PARTICLES SIZE OF SIEVE FOR REMOLDING RESIDUM MASS OF TEST SAMPLE MASS OF PARTICLE
RETAINEDPERCENT OF CLAY LAMPS AND
FRIABLE PARTICLESSIZE OF PARTICLES REMOLDING RESIDUM MASS OF TEST SAMPLE RETAINED FRIABLE PARTICLES
(mm) Opening size M (g) R (g) P=[(M-R)/M]x100 (%)
0-1.5 1.18 - 4.75 850μm 1445 1432 0.87
1.5-5 1.18 - 4.75 850μm 1403 1401 0.18
4.75 -9.5 2.36mm 2410 2408 0.07
2320 2319 0.059.5 - 19 4.75mm
19 - 25 4.75mm 3289 3288 0.02
FINE AGGT.S LIMIT < 3%
No Production
COARSE AGG< 1%
19 25 4.75mm 3289 3288 0.02
25 - 37.5 4.75mm
T.S LIMIT 3% 1%
For the contractor: Mesfin A.
37
CLAY LUMPS AND FRIABLE BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
Rev.0
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
LABORATORY ASTM - C142 IN-1012-2-6
Site Bujagali Hydropower Project Sampling Date 5/11/2010Sampling Location Stock Pile Tasting Date 7/11/2010
Material source River Natural Sand LAB Ref No 209Material source River Natural Sand LAB. Ref. No. 209
AGGREGATE SIZE
SIZE OF PARTICLES SIZE OF SIEVE FOR REMOLDING RESIDUM MASS OF TEST SAMPLE MASS OF PARTICLE
RETAINEDPERCENT OF CLAY LAMPS AND
FRIABLE PARTICLES
M (g) R (g) P=[(M-R)/M]x100 (%)
1.72
SIZE OF PARTICLES REMOLDING RESIDUM MASS OF TEST SAMPLE RETAINED FRIABLE PARTICLES
(mm) Opening size
0-5 1.18 - 4.75 850μm 1462 1436
FINE AGGT.S LIMIT < 3%
COARSE AGG< 1%T.S LIMIT 3% 1%
For the contractor: Mesfin A.
38
CLAY LUMPS AND FRIABLE BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
Rev.0
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
LABORATORY ASTM - C142 IN-1012-2-6
Site Bujagali Hydropower Project Sampling Date 3/11/2010Sampling Location Cruching Plant Tasting Date 5/11/2010
Material source Bujagali Amphybolite LAB Ref No 208Material source Bujagali Amphybolite LAB. Ref. No. 208
AGGREGATE SIZE
SIZE OF PARTICLES SIZE OF SIEVE FOR REMOLDING RESIDUM MASS OF TEST SAMPLE MASS OF PARTICLE
RETAINEDPERCENT OF CLAY LAMPS AND
FRIABLE PARTICLESSIZE OF PARTICLES REMOLDING RESIDUM MASS OF TEST SAMPLE RETAINED FRIABLE PARTICLES
(mm) Opening size M (g) R (g) P=[(M-R)/M]x100 (%)
0-1.5 1.18 - 4.75 850μm 1429 1428 0.12
1.5-5 1.18 - 4.75 850μm 1454 1453 0.10
4.75 -9.5 2.36mm 2260 2258 0.08
2246 2245 0.059.5 - 19 4.75mm
19 - 25 4.75mm 3454 3453 0.02
FINE AGGT.S LIMIT < 3%
No Production
COARSE AGG< 1%
19 25 4.75mm 3454 3453 0.02
25 - 37.5 4.75mm
T.S LIMIT 3% 1%
For the contractor: Mesfin A.
39
CLAY LUMPS AND FRIABLE BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
Rev.0
SITE MATERIALS PARTICLES IN AGGREGATES UGANDA
LABORATORY ASTM - C142 IN-1012-2-6
Site Bujagali Hydropower Project Sampling Date 3/11/2010Sampling Location Stock Pile Tasting Date 5/11/2010
Material source River Natural Sand LAB Ref No 208Material source River Natural Sand LAB. Ref. No. 208
AGGREGATE SIZE
SIZE OF PARTICLES SIZE OF SIEVE FOR REMOLDING RESIDUM MASS OF TEST SAMPLE MASS OF PARTICLE
RETAINEDPERCENT OF CLAY LAMPS AND
FRIABLE PARTICLES
M (g) R (g) P=[(M-R)/M]x100 (%)
1.91
SIZE OF PARTICLES REMOLDING RESIDUM MASS OF TEST SAMPLE RETAINED FRIABLE PARTICLES
(mm) Opening size
0-5 1.18 - 4.75 850μm 1317 1291
FINE AGGT.S LIMIT < 3%
COARSE AGG< 1%T.S LIMIT 3% 1%
For the contractor: Mesfin A.
40
BUJAGALI HYDROPOWER PROJECT,UGANDA
IN-1012-2-7
LOS ANGELES ABRASION TEST
SITE MATERIALS ASTM-C131
LABORATORY IN 1012 2 7
Material TypeSampling LocationMaterial source
Si Si
LABORATORY
Concrete Aggregate Sampling Date 09/11/2010Crushing Plant Tasting Date 13/11/2010Bujagali Amphibolite rock
Grading of test samples Mass of indicated size - % Grading and
TSieve Size
Passing Retained on A B C D
mm
76,2(3") 63,5(2 1/2") - - - -
63,5(2 1/2") 50,8(2") - - - -
50 8(2") 37 5(1 1/2") - - - -
Type
50,8(2") 37,5(1 1/2") - - - -
37,5(1 1/2") 25,0(1") 1250+- 25 - - -
25,0(1") 19,0(3/4") 1250+- 25 - - -
19,0(3/4") 12,5(1/2") 1250+- 10 2500+- 10 - -
12,5(1/2") 9,5(3/8") 1250+- 10 2500+- 10 - -
9,5(3/8") 6,3(1/4") - - 2500+- 10 -9,5(3/8 ) 6,3(1/4 ) -
6,3(1/4") 4,75(no.4) - - 2500+- 10 -
4,75(no.4) 2,36(no.8) - - - 5000+- 10
Total 5000+- 10 5000+- 10 5000+- 10 5000+- 10
Number of Spheres 12 11 8 6p
Number of Revolution 500 500 500 500
Grading TYPE A B C D
Initial Weight gm 5000 5000 5000 5000Retained Weight on
1,70mm (no.12 Sieve) gm
T.S Limit 40%
1,70mm (no.12 Sieve) after test
gm4629 4653 4526
Test result AVERAGE % 9.3
4332
% by weight passing 1,70mm (no.12) sieve
%7.42 6.94 9.48 13.36
For the Contractor Mesfin A.
41
Rev. 0
SPECIFIC GRAVITY and ABSORPTION BUJAGALI HYDROELECTRIC POWER PROJECT
SITE MATERIALS FINE AGGREGATES BUJAGALI ENERGY LIMITEDLABORATORY ASTM : C 128 IN-1012-2-4
NATURAL SAND Temperature °C 26 26
0 5 Pycnometer n° 18 18
Material Source : KIGAYA NATURAL SAND LAB. Ref. No. 30
AGGREGATE SIZE (mm)
Site : BUJAGALI HPP Sampling Date : 9/11/2010
Location : Natural Sand stock pile Testing Date : 11/11/2010
0-5 Pycnometer n° 18 18a Weight of Pycnometer 499.0 499.0 grb Weight of Pycnometer + saturated surface-dry sample 1088.0 1090.0 grS Weight of saturated surface-dry sample in air 589.0 591.0 grC Weight of Pycnometer + sample + water 2156.5 2158.0 grA Weight of oven-dry sample 586.0 588.2 grB Weight of Pycnometer + Water 1789.0 1789.0 grA gr/cm3
AGGREGATE SIZE (mm)
A gr/cmA+B-C
S gr/cm3
S+B-CA gr/cm3
S+B-C(S-A).100
AAbsorption Abs. 0.51 0.48 %
Bulk specific gravityB.s.g. ssdb 2.659 2.662
(Saturated Surface-Dry Basis)
Bulk specific gravity B.s.g. 2.646 2.650
Apparent specific gravity A.s.g. 2.682 2.683
A.s.g. = 2.683 gr/cm3 B.s.g. ssdb = 2.661 gr/cm3
B.s.g. = 2.648 gr/cm3 Abs. = 0.49 %AVERAGE
For the Contractor : Mesfin A.
42
Rev. 0
SPECIFIC GRAVITY and ABSORPTION BUJAGALI HYDROELECTRIC POWER PROJECT
SITE MATERIALS FINE AGGREGATES BUJAGALI ENERGY LIMITEDLABORATORY ASTM : C 128 IN-1012-2-4
FINE SAND Temperature °C 26 26
0 1 5 Pycnometer n° 18 18
Material Source : BUJAGALI CRUSHING PLANT LAB. Ref. No. 30
AGGREGATE SIZE (mm)
Site : BUJAGALI HPP Sampling Date : 9/11/2010
Location : Aggregate stock Testing Date : 11/11/2010
0-1.5 Pycnometer n° 18 18a Weight of Pycnometer 499.0 499.0 grb Weight of Pycnometer + saturated surface-dry sample 1040.0 1039.0 grS Weight of saturated surface-dry sample in air 541.0 540.0 grC Weight of Pycnometer + sample + water 2147.5 2147.0 grA Weight of oven-dry sample 538.5 537.0 grB Weight of Pycnometer + Water 1789.0 1789.0 grA gr/cm3
AGGREGATE SIZE (mm)
A gr/cmA+B-C
S gr/cm3
S+B-CA gr/cm3
S+B-C(S-A).100
AAbsorption Abs. 0.46 0.56 %
Bulk specific gravityB.s.g. ssdb 2.964 2.967
(Saturated Surface-Dry Basis)
Bulk specific gravity B.s.g. 2.951 2.951
Apparent specific gravity A.s.g. 2.992 3.000
A.s.g. = 2.996 gr/cm3 B.s.g. ssdb = 2.966 gr/cm3
B.s.g. = 2.951 gr/cm3 Abs. = 0.51 %
COARSE SAND Temperature °C 25 251.5-5 Pycnometer n° 18 18AGGREGATE SIZE (mm)
AVERAGE
a Weight of Pycnometer 499.0 499.0 grb Wt of Pycnometer + saturated surface-dry sample 1072.0 1069.0 grS Weight of saturated surface-dry sample in air 573.0 570.0 grC Weight of Pycnometer + sample + water 2170.0 2169.0 grA Weight of oven-dry sample 571.5 568.5 grB Weight of Pycnometer + Water 1789.0 1789.0 gr
A gr/cm3
3 016Apparent specific gravity A s g 3 000A+B-C
S gr/cm3
S+B-CA Bulk specific gravity gr/cm3
S+B-C(S-A).100
AA 3 008 3 B db 2 992 3
B.s.g. 2.977 2.992
Absorption Abs. 0.262 0.264
3.016
Bulk specific gravityB.s.g. ssdb 2.984 3.000
(Saturated Surface-Dry Basis)
Apparent specific gravity A.s.g. 3.000
A.s.g. = 3.008 gr/cm3 B.s.g. ssdb = 2.992 gr/cm3
B.s.g. = 2.984 gr/cm3 Abs. = 0.26 %
For the Contractor : Mesfin A.
AVERAGE
43
Rev. 0
SPECIFIC GRAVITY and ABSORPTION BUJAGALI HYDROELECTRIC POWER PROJECT
SITE MATERIALS COARSE AGGREGATES BUJAGALI ENERGY LIMITED
LABORATORY ASTM : C 127 IN-1012-2-3
Site :BUJAGALI HPP
Sampling Date :9/11/2010
Location :Aggregate stock
Testing Date :11/11/2010
Material Source : BUJAGALI CRUSHING PLANT LAB. Ref. No. 30
5 - 19 Sample 1 2
B Weight of saturated surface-dry sample in air 1303.0 1339.0 gr
C Weight of saturated sample in water 866.3 889.5 gr
A Weight of oven-dry sample in air 1300.0 1335.5 gr
k Correction factor at t° (°C) g/cm3
AGGREGATE SIZE (mm)
( ) g/cmA . k g/cm3
A - C
B . k Bulk specific gravity g/cm3
B - C (Saturated Surface-Dry Basis)
A . k g/cm3
B - C
Apparent specific gravity A.s.g. 2.997 2.994
B.s.g. ssdb 2.984 2.979
Bulk specific gravity B.s.g. 2.977 2.971
(B-A).100 %
A
A.s.g. = 2.996 gr/cm3 B.s.g. ssdb = 2.981 gr/cm3
B.s.g. = 2.974 gr/cm3 Abs. = 0.25 %LIMIT
19 25 Sample 1 2
Absorption Abs. 0.23 0.26
AVERAGE
B.s.g. ssdb > 2.6Abs. < 2.5
AGGREGATE SIZE (mm) 19 - 25 Sample 1 2
B Weight of saturated surface-dry sample in air 1418.0 1415.0 gr
C Weight of saturated sample in water 954.9 952.3 gr
A Weight of oven-dry sample in air 1415.5 1413.0 gr
k Correction factor at t° (°C) gr/cm3
A . k
A C
AGGREGATE SIZE (mm)
Apparent specific gravity A.s.g. 3.073 3.067 gr/cm3
A - C
B . k Bulk specific gravity
B - C (Saturated Surface-Dry Basis)
A . k
B - C
(B-A).100
A
3.054 gr/cm3
%
B.s.g. ssdb 3.062 3.058 gr/cm3
Bulk specific gravity B.s.g. 3.057
Absorption Abs. 0.18 0.14A
A.s.g. = 3.070 gr/cm3 B.s.g. ssdb = 3.060 gr/cm3
B.s.g. = 3.055 gr/cm3 Abs. = 0.16 %LIMIT
For the Contractor : Mesfin A.
AVERAGE
B.s.g. ssdb > 2.6Abs. < 2.5
44
Site : Sampling Date : 9/11/2010
Location : Testing Date : 11/11/2010
Material Source : LAB. Ref. No. SA - 010
Grading of
Original Passing Retained Sample Before After
mm mm % Retained gr gr gr % %
9.5 4.75 23.72 869 834 35 4.03 0.96
4.75 2.36 24.11 883 873.6 9.4 1.06 0.26
2.36 1.18 19.93 730 706.3 23.7 3.25 0.65
1.18 0.6 17.42 638 617.6 20.4 3.20 0.56
0.6 0.3 14.82 543 506.5 36.5 6.72 1.00
100 3663 3538 125 3.41 3.41
SOUNDNESS LOSS% = 3 41
Soundness of Aggregate BUJAGALI HYDROPOWER PROJECT,
SITE MATERIALS by use of Sodium Sulfate UGANDA
LABORATORY ASTM C - 88 IN-1012-2-8
Bujagali Dam SiteCrushing Plant
Bujagali Amphibolite
FINE AGGREGATE
Sieve Size Mass of test Fraction Passing Sieve Corrected Average Weighted Lossused to determine
Loss
Total
SOUNDNESS LOSS% = 3.41
Grading of
Original Passing Retained Sample Before After
mm mm % Retained gr gr gr % %
63.5 37.5
37.5 19.5 34.06 1460 1446.4 13.6 0.93 0.32
19.5 9.5 33.55 1438 1425.6 12.4 0.86 0.29
9.5 4.75 32.38 1388 1367.6 20.4 1.47 0.48
100.00 4286 4239.6 46.4 1.08 1.08
SOUNDNESS LOSS = 1.08T.S.Limit 12%
1st Cycle started on 11/11/2010
2nd Cycle started on 13/11/2010
3rd Cycle started on 15/11/2010
4th Cycle started on 17/11/2010
5th Cycle started on 19/11/2010
For the Contractor: Mesfin A.
Total
COARSE AGGREGATE
Sieve Size Mass of test FractionPassing Sieve
Corrected Average Weighted Lossused to determine
Loss
45
Rev. 0
38 - 25 mm
Sizemm
37,5 - 28
28 - 20
20 - 14
14 - 10Total A B C
25 - 19 mm
28 20
FLAKINESS & ELONGATION BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS B.S. 812 UGANDA
LABORATORY IN-1012-2-9
Site : Bujagali Hydropower project Sampling Date : 9/11/2010
Sample Location : Crushing Plant Testing Date : 10/11/2010
Sample Description Aggregate Lab. Ref. N° 32
Retained Weight Flaky Elongated
gr. gr. gr.
28 - 20 438 169 88
20 - 14 1769 201 102.5
14 - 10 388 56 174
Total 2595 A 426 B 364.5 C
19 - 5 mm
20 - 14 598 187.5 0
14- 10 1386 153.5 221
10 - 6.3 542 98 141.5
Total 2526 A 439 B 362.5 C
B
A
C
A
Aggregate size 38 - 25 mm 25 - 19 mm 19 - 5 mm
Flakiness Index 16.42 17.38 %
T.S LIMIT <20% by weight
For the Contractor: Mesfin A.
Elongation Index 14.05 14.35 %
T.S LIMIT <35% by weight
46
Rev. 0
Aggregate Crushing Value (ACV)
Sizemm
14 - 10Passing sieve 2.36
Retained on sieve 2.36
ACV %
Average % 7.25
BS LIMIT <30% by weight
mass. 2934 2931 2938
7.3 7.2 7.3
Initial mass. 3164 3159 3168
mass. 230 228 230
gr. 1 2 3
Sample Description Soaked Aggregate Lab. Ref. N° 25
Weight Test Test Test
Site : Bujagali Hydropower project Sampling Date : 9/11/2010
Sample Location : Crushing Plant Testing Date : 11/11/2010
ACV, AIV BUJAGALI HYDROPOWER PROJECT
SITE MATERIALS B.S. 812 PART 110:1990 UGANDA
LABORATORY IN-1012-2-14
Aggregate Impact Value (AIV)
Sizemm
14 - 10Passing sieve 2.36
Retained on sieve 2.36
AIV %
Average %BS LIMIT <30% by weight
For the Contractor: Mesfin A.
7.1 6.9 7.5
7.2
mass. 340 337.5 340
mass. (M2) 26 25 27.5
gr. 1 2 3
Initial mass. (M1) 366 362.5 367.5
Weight Test Test Test
47
Bujagali Energy Limited Bujagali Hydro-Electric Power Project
Salini Costruttori Site Material Laboratory Report
SA-D-GE-TR-1173
4. GRADING OF AGGREGATE ..........................................
48
Rev.0
Sample Ref. 225 AGGREGATE TYPE DATE SAMPLED 27/11/2010
14362.0 13346.0 12227.0
Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing
Metric Retained Metric Retained Metric Retained Metric Retained
(mm) (g) % % (mm) (g) % % (mm) (g) % % (mm) (g) % %50 37.5 0 - 100.0 25 0 - 100.0 6.3 0 - 100.0
37.5 25 1149 8.0 92.0 19 801 6.0 94.0 4.75 588 4.8 95.2
25 19 7468 52.0 48.0 12.5 4666 35.0 65.0 2.36 7483 61.2 38.8
19 12.5 13069 91.0 9.0 9.5 8688 65.1 34.9 1.18 11200 91.6 8.4
12.5 9.5 14107 98.2 1.8 6.3 12556 94.1 5.9 0.6 12129 99.2 0.8
9.5 6.3 14107 98.2 1.8 4.75 12919 96.8 3.2 0.3 12129 99.2 0.8
4.75 4.75 14107 98.2 1.8 2.36 13173 98.7 1.3 0.15 12129 99.2 0.8
2.36 3.36 14107 98.2 1.8 1.18 13173 98.7 1.3 0.075 12129 99.2 0.8
FM = 2.52
9838.5
Sieve SizCumulativ e Retained Passing
Metric Retained
(mm) (g) % %6.3 0 - 100.0
4.75 0 - 100.0
2.36 143 1.5 98.5
1.18 3345 34.0 66.0
0.6 7674 78.0 22.0
0.3 8264 84.0 16.0
0.15 9317 94.7 5.3
0.075 9701 98.6 1.4
FM = 2.92
For the contractor: Mesfin A.
Crushed F. Sand 0-1.5mmInitial Dry Weight (g)
BUJAGALI AMPHIBOLITE
25-38mm 19-25mm 5-19mm Crushed C.Sand 1.5-5mm
SIEVE ANALYSIS DATA SHEET BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS CONCRETE AGGREGATES PROJECT, UGANDA
LABORATORY ASTM C136 IN-1012-2-2
Initial Dry Weight (g) Initial Dry Weight (g) Initial Dry Weight (g) Initial Dry Weight (g)
503825199.54.752.361.180.60.30.150.0750
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Siev e Metric Size (mm)
49
Rev .0
Sample Ref . 225 DATE SAMPLED 27/11/2010
12374.0
Sieve Size Cumulativ e Retained Passing
Metric Retained
(mm) (g) % %
6.3 0 - 100.0
4.75 44 0.4 99.6
2.36 194 1.6 98.4
1.18 2292 18.5 81.5
0.6 5388 43.5 56.5
0.3 9975 80.6 19.4
0.15 10887 88.0 12.0
0.075 12189 98.5 1.5
FM =
For the contractor: Mesf in A..
Natural. Sand 0-6mm
Initial Dry Weight (g)
SIEVE ANALYSIS DATA SHEET BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS CONCRETE AGGREGATES PROJECT, UGANDA
LABORATORY ASTM C136 IN-1012-2-2
AGGREGATE TYPE:
503825199.54.752.361.180.60.30.150.075
0
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Sieve Metric Size (mm)
503825199.54.752.361.180.60.30.150.075
0
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Sieve Metric Size (mm)
50
Rev.0
Sample Ref. 224 AGGREGATE TYPE DATE SAMPLED 23/11/2010
14643.0 13530.0 12529.0
Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing
Metric Retained Metric Retained Metric Retained Metric Retained
(mm) (g) % % (mm) (g) % % (mm) (g) % % (mm) (g) % %50 37.5 0 - 100.0 25 0 - 100.0 6.3 0 - 100.0
37.5 25 1011 6.9 93.1 19 609 4.5 95.5 4.75 571 4.6 95.4
25 19 5662 38.7 61.3 12.5 5064 37.4 62.6 2.36 7167 57.2 42.8
19 12.5 13936 95.2 4.8 9.5 9324 68.9 31.1 1.18 11752 93.8 6.2
12.5 9.5 14442 98.6 1.4 6.3 12829 94.8 5.2 0.6 12354 98.6 1.4
9.5 6.3 14442 98.6 1.4 4.75 12881 95.2 4.8 0.3 12354 98.6 1.4
4.75 4.75 14442 98.6 1.4 2.36 13124 97.0 3.0 0.15 12354 98.6 1.4
2.36 3.36 14442 98.6 1.4 1.18 13124 97.0 3.0 0.075 12354 98.6 1.4
FM = 2.50
10086.0
Sieve SizCumulativ e Retained Passing
Metric Retained
(mm) (g) % %6.3 0 - 100.0
4.75 0 - 100.0
2.36 101 1.0 99.0
1.18 3931 39.0 61.0
0.6 6688 66.3 33.7
0.3 8451 83.8 16.2
0.15 9441 93.6 6.4
0.075 9945 98.6 1.4
FM = 2.84
For the contractor: Mesfin A.
Crushed F. Sand 0-1.5mmInitial Dry Weight (g)
BUJAGALI AMPHIBOLITE
25-38mm 19-25mm 5-19mm Crushed C.Sand 1.5-5mm
SIEVE ANALYSIS DATA SHEET BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS CONCRETE AGGREGATES PROJECT, UGANDA
LABORATORY ASTM C136 IN-1012-2-2
Initial Dry Weight (g) Initial Dry Weight (g) Initial Dry Weight (g) Initial Dry Weight (g)
503825199.54.752.361.180.60.30.150.0750
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Siev e Metric Size (mm)
51
Rev .0
Sample Ref . 224 DATE SAMPLED 23/11/2010
6936.0
Sieve Size Cumulativ e Retained Passing
Metric Retained
(mm) (g) % %
6.3 0 - 100.0
4.75 42 0.6 99.4
2.36 153 2.2 97.8
1.18 484 7.0 93.0
0.6 2970 42.8 57.2
0.3 5987 86.3 13.7
0.15 6686 96.4 3.6
0.075 6903 99.5 0.5
FM =
For the contractor: Mesf in A.
Natural. Sand 0-6mm
Initial Dry Weight (g)
SIEVE ANALYSIS DATA SHEET BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS CONCRETE AGGREGATES PROJECT, UGANDA
LABORATORY ASTM C136 IN-1012-2-2
AGGREGATE TYPE:
503825199.54.752.361.180.60.30.150.075
0
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Sieve Metric Size (mm)
503825199.54.752.361.180.60.30.150.075
0
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Sieve Metric Size (mm)
52
Rev.0
Sample Ref. 223 AGGREGATE TYPE DATE SAMPLED 19/11/2010
14643.0 15271.0 12454.0
Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing
Metric Retained Metric Retained Metric Retained Metric Retained
(mm) (g) % % (mm) (g) % % (mm) (g) % % (mm) (g) % %50 37.5 0 - 100.0 25 0 - 100.0 6.3 0 - 100.0
37.5 25 586 4.0 96.0 19 75 0.5 99.5 4.75 526 4.2 95.8
25 19 7614 52.0 48.0 12.5 4948 32.4 67.6 2.36 7124 57.2 42.8
19 12.5 13398 91.5 8.5 9.5 9218 60.4 39.6 1.18 11607 93.2 6.8
12.5 9.5 14336 97.9 2.1 6.3 12828 84.0 16.0 0.6 12255 98.4 1.6
9.5 6.3 14336 97.9 2.1 4.75 14782 96.8 3.2 0.3 12255 98.4 1.6
4.75 4.75 14336 97.9 2.1 2.36 15522 101.6 1.6- 0.15 12255 98.4 1.6
2.36 3.36 14336 97.9 2.1 1.18 15522 101.6 1.6- 0.075 12255 98.4 1.6
FM = 2.49
11336.0
Sieve SizCumulativ e Retained Passing
Metric Retained
(mm) (g) % %6.3 0 - 100.0
4.75 0 - 100.0
2.36 136 1.2 98.8
1.18 5163 45.5 54.5
0.6 7482 66.0 34.0
0.3 9409 83.0 17.0
0.15 10599 93.5 6.5
0.075 11132 98.2 1.8
FM = 2.89
For the contractor: Mesfin A.
Crushed F. Sand 0-1.5mmInitial Dry Weight (g)
BUJAGALI AMPHIBOLITE
25-38mm 19-25mm 5-19mm Crushed C.Sand 1.5-5mm
SIEVE ANALYSIS DATA SHEET BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS CONCRETE AGGREGATES PROJECT, UGANDA
LABORATORY ASTM C136 IN-1012-2-2
Initial Dry Weight (g) Initial Dry Weight (g) Initial Dry Weight (g) Initial Dry Weight (g)
503825199.54.752.361.180.60.30.150.0750
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Siev e Metric Size (mm)
53
Rev .0
Sample Ref . 223 DATE SAMPLED 19/11/2010
11067.5
Sieve Size Cumulativ e Retained Passing
Metric Retained
(mm) (g) % %
6.3 0 - 100.0
4.75 57 0.5 99.5
2.36 197 1.8 98.2
1.18 1410 12.7 87.3
0.6 4058 36.7 63.3
0.3 8795 79.5 20.5
0.15 10145 91.7 8.3
0.075 10962 99.0 1.0
FM =
For the contractor: Mesf in A.
Natural. Sand 0-6mm
Initial Dry Weight (g)
SIEVE ANALYSIS DATA SHEET BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS CONCRETE AGGREGATES PROJECT, UGANDA
LABORATORY ASTM C136 IN-1012-2-2
AGGREGATE TYPE:
503825199.54.752.361.180.60.30.150.075
0
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Sieve Metric Size (mm)
503825199.54.752.361.180.60.30.150.075
0
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Sieve Metric Size (mm)
54
Rev.0
Sample Ref. 222 AGGREGATE TYPE DATE SAMPLED 16/11/2010
17174.5 16168.0 11607.0
Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing
Metric Retained Metric Retained Metric Retained Metric Retained
(mm) (g) % % (mm) (g) % % (mm) (g) % % (mm) (g) % %50 37.5 0 - 100.0 25 0 - 100.0 6.3 0 - 100.0
37.5 25 858 5.0 95.0 19 142 0.9 99.1 4.75 535 4.6 95.4
25 19 6921 40.3 59.7 12.5 5658 35.0 65.0 2.36 6906 59.5 40.5
19 12.5 15578 90.7 9.3 9.5 8804 54.5 45.5 1.18 10621 91.5 8.5
12.5 9.5 16831 98.0 2.0 6.3 14019 86.7 13.3 0.6 11258 97.0 3.0
9.5 6.3 16831 98.0 2.0 4.75 15522 96.0 4.0 0.3 11258 97.0 3.0
4.75 4.75 16831 98.0 2.0 2.36 15522 96.0 4.0 0.15 11258 97.0 3.0
2.36 3.36 16831 98.0 2.0 1.18 15522 96.0 4.0 0.075 11258 97.0 3.0
FM = 2.48
12463.0
Sieve SizCumulativ e Retained Passing
Metric Retained
(mm) (g) % %6.3 0 - 100.0
4.75 0 - 100.0
2.36 175 1.4 98.6
1.18 4477 35.9 64.1
0.6 8086 64.9 35.1
0.3 9746 78.2 21.8
0.15 11591 93.0 7.0
0.075 12214 98.0 2.0
FM = 2.73
For the contractor: Mesfin A.
Crushed F. Sand 0-1.5mmInitial Dry Weight (g)
BUJAGALI AMPHIBOLITE
25-38mm 19-25mm 5-19mm Crushed C.Sand 1.5-5mm
SIEVE ANALYSIS DATA SHEET BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS CONCRETE AGGREGATES PROJECT, UGANDA
LABORATORY ASTM C136 IN-1012-2-2
Initial Dry Weight (g) Initial Dry Weight (g) Initial Dry Weight (g) Initial Dry Weight (g)
503825199.54.752.361.180.60.30.150.0750
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Siev e Metric Size (mm)
55
Rev .0
Sample Ref . 222 DATE SAMPLED 16/11/2010
10725.5
Sieve Size Cumulativ e Retained Passing
Metric Retained
(mm) (g) % %
6.3 0 - 100.0
4.75 110 1.0 99.0
2.36 252 2.3 97.7
1.18 1031 9.6 90.4
0.6 4774 44.5 55.5
0.3 9237 86.1 13.9
0.15 10170 94.8 5.2
0.075 10628 99.1 0.9
FM =
For the contractor: Mesf in A.
Natural. Sand 0-6mm
Initial Dry Weight (g)
SIEVE ANALYSIS DATA SHEET BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS CONCRETE AGGREGATES PROJECT, UGANDA
LABORATORY ASTM C136 IN-1012-2-2
AGGREGATE TYPE:
503825199.54.752.361.180.60.30.150.075
0
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Sieve Metric Size (mm)
503825199.54.752.361.180.60.30.150.075
0
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Sieve Metric Size (mm)
56
Rev.0
Sample Ref. 221 AGGREGATE TYPE DATE SAMPLED 13/11/2010
17174.5 16168.0 11607.0
Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing
Metric Retained Metric Retained Metric Retained Metric Retained
(mm) (g) % % (mm) (g) % % (mm) (g) % % (mm) (g) % %50 37.5 0 - 100.0 25 0 - 100.0 6.3 0 - 100.0
37.5 25 858 5.0 95.0 19 142 0.9 99.1 4.75 535 4.6 95.4
25 19 6921 40.3 59.7 12.5 5658 35.0 65.0 2.36 6906 59.5 40.5
19 12.5 15578 90.7 9.3 9.5 8804 54.5 45.5 1.18 10621 91.5 8.5
12.5 9.5 16831 98.0 2.0 6.3 14019 86.7 13.3 0.6 11258 97.0 3.0
9.5 6.3 16831 98.0 2.0 4.75 15522 96.0 4.0 0.3 11258 97.0 3.0
4.75 4.75 16831 98.0 2.0 2.36 15522 96.0 4.0 0.15 11258 97.0 3.0
2.36 3.36 16831 98.0 2.0 1.18 15522 96.0 4.0 0.075 11258 97.0 3.0
FM = 2.48
12463.0
Sieve SizCumulativ e Retained Passing
Metric Retained
(mm) (g) % %6.3 0 - 100.0
4.75 0 - 100.0
2.36 175 1.4 98.6
1.18 4477 35.9 64.1
0.6 8086 64.9 35.1
0.3 9746 78.2 21.8
0.15 11591 93.0 7.0
0.075 12214 98.0 2.0
FM = 2.73
For the contractor: Mesfin A.
Crushed F. Sand 0-1.5mmInitial Dry Weight (g)
BUJAGALI AMPHIBOLITE
25-38mm 19-25mm 5-19mm Crushed C.Sand 1.5-5mm
SIEVE ANALYSIS DATA SHEET BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS CONCRETE AGGREGATES PROJECT, UGANDA
LABORATORY ASTM C136 IN-1012-2-2
Initial Dry Weight (g) Initial Dry Weight (g) Initial Dry Weight (g) Initial Dry Weight (g)
503825199.54.752.361.180.60.30.150.0750
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Siev e Metric Size (mm)
57
Rev .0
Sample Ref . 221 DATE SAMPLED 13/11/2010
10384.0
Sieve Size Cumulativ e Retained Passing
Metric Retained
(mm) (g) % %
6.3 0 - 100.0
4.75 163 1.6 98.4
2.36 307 3.0 97.0
1.18 652 6.3 93.7
0.6 5491 52.9 47.1
0.3 9679 93.2 6.8
0.15 10195 98.2 1.8
0.075 10295 99.1 0.9
FM =
For the contractor: Mesf in A.
Natural. Sand 0-6mm
Initial Dry Weight (g)
SIEVE ANALYSIS DATA SHEET BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS CONCRETE AGGREGATES PROJECT, UGANDA
LABORATORY ASTM C136 IN-1012-2-2
AGGREGATE TYPE:
503825199.54.752.361.180.60.30.150.075
0
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Sieve Metric Size (mm)
503825199.54.752.361.180.60.30.150.075
0
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Sieve Metric Size (mm)
58
Rev.0
Sample Ref. 220 AGGREGATE TYPE DATE SAMPLED
14478.0 15652.5 14111.0
Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing
Metric Retained Metric Retained Metric Retained Metric Retained
(mm) (g) % % (mm) (g) % % (mm) (g) % % (mm) (g) % %50 37.5 0 - 100.0 25 0 - 100.0 6.3 0 - 100.0
37.5 25 13 0.1 99.9 19 56 0.4 99.6 4.75 577 4.1 95.9
25 19 5590 38.6 61.4 12.5 5400 34.5 65.5 2.36 9212 65.3 34.7
19 12.5 13917 96.1 3.9 9.5 8907 56.9 43.1 1.18 13053 92.5 7.5
12.5 9.5 14392 99.4 0.6 6.3 12835 82.0 18.0 0.6 13830 98.0 2.0
9.5 6.3 14392 99.4 0.6 4.75 15183 97.0 3.0 0.3 13830 98.0 2.0
4.75 4.75 14392 99.4 0.6 2.36 15183 97.0 3.0 0.15 13830 98.0 2.0
2.36 3.36 14392 99.4 0.6 1.18 15183 97.0 3.0 0.075 13830 98.0 2.0
FM = 2.56
12891.5
Sieve SizCumulativ e Retained Passing
Metric Retained
(mm) (g) % %6.3 0 - 100.0
4.75 0 - 100.0
2.36 129 1.0 99.0
1.18 4673 36.2 63.8
0.6 8380 65.0 35.0
0.3 10571 82.0 18.0
0.15 12118 94.0 6.0
0.075 12698 98.5 1.5
FM = 2.78
For the contractor: Mesfin A.
Crushed F. Sand 0-1.5mmInitial Dry Weight (g)
BUJAGALI AMPHIBOLITE
25-38mm 19-25mm 5-19mm Crushed C.Sand 1.5-5mm
SIEVE ANALYSIS DATA SHEET BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS CONCRETE AGGREGATES PROJECT, UGANDA
LABORATORY ASTM C136 IN-1012-2-2
Initial Dry Weight (g) Initial Dry Weight (g) Initial Dry Weight (g) Initial Dry Weight (g)
9/11/2010
503825199.54.752.361.180.60.30.150.0750
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Siev e Metric Size (mm)
59
Rev .0
Sample Ref . 220 DATE SAMPLED 9/11/2010
10915.0
Sieve Size Cumulativ e Retained Passing
Metric Retained
(mm) (g) % %
6.3 0 - 100.0
4.75 93 0.8 99.2
2.36 217 2.0 98.0
1.18 987 9.0 91.0
0.6 3416 31.3 68.7
0.3 8974 82.2 17.8
0.15 10291 94.3 5.7
0.075 10824 99.2 0.8
FM =
Natural. Sand 0-6mm
Initial Dry Weight (g)
For the contractor: Mesf in A.
SIEVE ANALYSIS DATA SHEET BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS CONCRETE AGGREGATES PROJECT, UGANDA
LABORATORY ASTM C136 IN-1012-2-2
AGGREGATE TYPE:
503825199.54.752.361.180.60.30.150.075
0
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Sieve Metric Size (mm)
503825199.54.752.361.180.60.30.150.075
0
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Sieve Metric Size (mm)
60
Rev.0
Sample Ref. 219 AGGREGATE TYPE DATE SAMPLED
14834.0 15604.5 13512.0
Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing
Metric Retained Metric Retained Metric Retained Metric Retained
(mm) (g) % % (mm) (g) % % (mm) (g) % % (mm) (g) % %50 37.5 0 - 100.0 25 0 - 100.0 6.3 0 - 100.0
37.5 25 0 - 100.0 19 196 1.3 98.7 4.75 424 3.1 96.9
25 19 5685 38.3 61.7 12.5 5384 34.5 65.5 2.36 7770 57.5 42.5
19 12.5 13885 93.6 6.4 9.5 10310 66.1 33.9 1.18 12768 94.5 5.5
12.5 9.5 14815 99.9 0.1 6.3 14504 92.9 7.1 0.6 12939 95.8 4.2
9.5 6.3 14815 99.9 0.1 4.75 15512 99.4 0.6 0.3 12939 95.8 4.2
4.75 4.75 14815 99.9 0.1 2.36 15512 99.4 0.6 0.15 12939 95.8 4.2
2.36 3.36 14815 99.9 0.1 1.18 15512 99.4 0.6 0.075 12939 95.8 4.2
FM = 2.48
9838.5
Sieve SizCumulativ e Retained Passing
Metric Retained
(mm) (g) % %6.3 0 - 100.0
4.75 0 - 100.0
2.36 99 1.0 99.0
1.18 3099 31.5 68.5
0.6 6023 61.2 38.8
0.3 7811 79.4 20.6
0.15 9182 93.3 6.7
0.075 9529 96.8 3.2
FM = 2.66
BUJAGALI AMPHIBOLITE
25-38mm 19-25mm 5-19mm Crushed C.Sand 1.5-5mm
5/11/2010
For the contractor: Mesfin A.
ASTM C136 IN-1012-2-2
Crushed F. Sand 0-1.5mmInitial Dry Weight (g)
Initial Dry Weight (g) Initial Dry Weight (g) Initial Dry Weight (g) Initial Dry Weight (g)
SIEVE ANALYSIS DATA SHEET BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS CONCRETE AGGREGATES PROJECT, UGANDA
LABORATORY
503825199.54.752.361.180.60.30.150.0750
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Siev e Metric Size (mm)
61
Rev .0
Sample Ref . 219 DATE SAMPLED 5/11/2010
11373.0
Sieve Size Cumulativ e Retained Passing
Metric Retained
(mm) (g) % %
6.3 0 - 100.0
4.75 3 0.0 100.0
2.36 157 1.4 98.6
1.18 2255 19.8 80.2
0.6 5342 47.0 53.0
0.3 8438 74.2 25.8
0.15 9851 86.6 13.4
0.075 11237 98.8 1.2
FM =
Initial Dry Weight (g)
For the contractor: Mesf in A.
LABORATORY ASTM C136 IN-1012-2-2
Natural. Sand 0-6mm
AGGREGATE TYPE:
SIEVE ANALYSIS DATA SHEET BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS CONCRETE AGGREGATES PROJECT, UGANDA
503825199.54.752.361.180.60.30.150.075
0
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Sieve Metric Size (mm)
503825199.54.752.361.180.60.30.150.075
0
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Sieve Metric Size (mm)
62
Rev.0
Sample Ref. 218 AGGREGATE TYPE DATE SAMPLED
14122.0 14710.0 12540.5
Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing Sieve SizCumulativ e Retained Passing
Metric Retained Metric Retained Metric Retained Metric Retained
(mm) (g) % % (mm) (g) % % (mm) (g) % % (mm) (g) % %50 37.5 0 - 100.0 25 0 - 100.0 6.3 0 - 100.0
37.5 25 12 0.1 99.9 19 65 0.4 99.6 4.75 323 2.6 97.4
25 19 5495 38.9 61.1 12.5 4943 33.6 66.4 2.36 7462 59.5 40.5
19 12.5 13949 98.8 1.2 9.5 8826 60.0 40.0 1.18 11725 93.5 6.5
12.5 9.5 13969 98.9 1.1 6.3 13650 92.8 7.2 0.6 12503 99.7 0.3
9.5 6.3 13969 98.9 1.1 4.75 14651 99.6 0.4 0.3 12503 99.7 0.3
4.75 4.75 13969 98.9 1.1 2.36 14651 99.6 0.4 0.15 12503 99.7 0.3
2.36 3.36 13969 98.9 1.1 1.18 14651 99.6 0.4 0.075 12503 99.7 0.3
FM = 2.53
8234.0
Sieve SizCumulativ e Retained Passing
Metric Retained
(mm) (g) % %6.3 0 - 100.0
4.75 0 - 100.0
2.36 123 1.5 98.5
1.18 2998 36.4 63.6
0.6 5234 63.6 36.4
0.3 6836 83.0 17.0
0.15 7555 91.7 8.3
0.075 8077 98.1 1.9
FM = 2.76
SIEVE ANALYSIS DATA SHEET BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS CONCRETE AGGREGATES PROJECT, UGANDA
LABORATORY ASTM C136 IN-1012-2-2
Crushed F. Sand 0-1.5mmInitial Dry Weight (g)
Initial Dry Weight (g) Initial Dry Weight (g) Initial Dry Weight (g)
3/11/2010BUJAGALI AMPHIBOLITE
25-38mm 19-25mm 5-19mm Crushed C.Sand 1.5-5mm
Initial Dry Weight (g)
For the contractor: Mesfin A.
503825199.54.752.361.180.60.30.150.0750
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Siev e Metric Size (mm)
63
Rev .0
Sample Ref . 218 DATE SAMPLED
11067.5
Sieve Size Cumulativ e Retained Passing
Metric Retained
(mm) (g) % %
6.3 0 - 100.0
4.75 95 0.9 99.1
2.36 197 1.8 98.2
1.18 1410 12.7 87.3
0.6 4058 36.7 63.3
0.3 8795 79.5 20.5
0.15 10145 91.7 8.3
0.075 10962 99.0 1.0
FM =
SIEVE ANALYSIS DATA SHEET BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS CONCRETE AGGREGATES PROJECT, UGANDA
LABORATORY ASTM C136 IN-1012-2-2
Natural. Sand 0-6mm
Initial Dry Weight (g)
AGGREGATE TYPE: 3/11/2010
For the contractor: Mesf in A.
503825199.54.752.361.180.60.30.150.075
0
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Sieve Metric Size (mm)
503825199.54.752.361.180.60.30.150.075
0
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10
% P
assing
Sieve Metric Size (mm)
64
Bujagali Energy Limited Bujagali Hydro-Electric Power Project
Salini Costruttori Site Material Laboratory Report
SA-D-GE-TR-1169
5. CONCRETE TESTS ...........................................................
5.1 SUMMARY OF RESULTS ........................................................................... 5.1.1 Test on fresh concrete ............................................................................... 5.1.2 Test on moisture content of aggregates .................................................... 5.1.3 Test on normal compressive strength of cylinder samples ......................
5.2 Summary of Concrete statistical analysis 5.3 Summary of applied design mixes
65
Bujagali Energy Limited Bujagali Hydro-Electric Power Project
Salini Costruttori Site Material Laboratory Report
SA-D-GE-TR-1173
5.1 SUMMARY OF RESULTS ...................................................................... 5.1.1 Test on fresh concrete
66
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 29/11/2010 FC-IB 330 0.54 3.30 1:48 PM 96 75 85 34.3 21.8 22.5
2 29/11/2010 FC-IB 330 0.54 3.30 2:19 PM 101 85 _ 35.9 21.8 22.6
3 29/11/2010 FC-IB 330 0.54 3.30 3:14 PM 912 80 _ 36.4 22.1 22.5
4 29/11/2010 FC-IB 330 0.54 3.30 3:28 PM 101 85 80 36.8 22.0 22.3
5 29/11/2010 FC-IB 330 0.54 3.30 4:21 PM 101 85 _ 36.9 22.3 22.4
6 29/11/2010 FC-IB 330 0.54 3.30 5:02 PM 101 80 _ 34.6 22.4 22.4
SHIFT: NIGHT CEMENT: 42.5N
1 29/11/2010 FC-IB 330 0.54 3.30 8:13 PM 97 80 _ 23.1 22.0 _
SHIFT: DAY CEMENT: 42.5N
1 30/11/2010 FC-IB 330 0.54 3.30 1:46 PM 101 80 85 33.2 21.4 21.6
2 30/11/2010 FC-IB 330 0.54 3.30 2:52 PM 101 80 _ 32.4 21.6 21.8
3 30/11/2010 FC-IB 330 0.54 3.30 3:30 PM 101 85 _ 30.2 21.4 21.4
4 30/11/2010 FC-IB 330 0.54 3.30 4:43 PM 101 80 _ 28.4 21.2 21.6
DESTINATION:SIPHON SPILLWAY BARRELS 15 & 16 LIFT 5B - 5C
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARRELS 1 & 2 LIFT 8(VIII)
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARRELS 15 & 16 LIFT 5B - 5C
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
Track no.
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N
Lt./m3 Mix Type.
AGGREGATE TYPE:NS+BCA
Test No.
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
Batch time
67
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 28/11/2010 FC-JC 300 0.54 3.00 7:39 PM 97 80 80 23.4 22.1 22.2
2 28/11/2010 FC-JC 300 0.54 3.00 7:58 PM 914 75 _ 24.0 21.6 22.6
3 28/11/2010 FC-JC 300 0.54 3.00 8:03 PM 99 80 _ 23.1 21.3 _
4 28/11/2010 FC-JC 300 0.54 3.00 8:13 PM 99 80 _ 23.0 21.4 21.7
5 28/11/2010 FC-JC 300 0.54 3.00 8:33 PM 914 80 _ 23.6 21.1 21.7
6 28/11/2010 FC-JC 300 0.54 3.00 9:03 PM 99 80 _ 22.3 21.0 22.6
7 28/11/2010 FC-JC 300 0.54 3.00 9:17 PM 100 75 75 22.5 21.0 22.1
8 28/11/2010 FC-JC 300 0.54 3.00 9:24 PM 97 80 _ 23.1 22.0 22.9
9 28/11/2010 FC-JC 300 0.54 3.00 9:31 PM 99 80 _ 22.2 21.1 22.3
10 28/11/2010 FC-JC 300 0.54 3.00 10:37 PM 97 80 _ 21.7 20.1 22.0
11 28/11/2010 FC-JC 300 0.54 3.00 11:01 PM 99 75 _ 22.0 20.0 22.8
12 28/11/2010 FC-JC 300 0.54 3.00 11:07 PM 100 80 95 21.9 20.1 22.6
13 29/11/2010 FC-JC 300 0.54 3.00 12:11 AM 97 75 _ 21.8 20.0 22.3
14 29/11/2010 FC-JC 300 0.54 3.00 12:20 AM 99 80 _ 21.6 20.0 22.9
15 29/11/2010 FC-JC 300 0.54 3.00 12:29 AM 914 80 _ 21.4 21.0 22.2
16 29/11/2010 FC-JC 300 0.54 3.00 1:02 AM 97 80 _ 20.5 20.1 22.2
17 29/11/2010 FC-JC 300 0.54 3.00 1:29 AM 914 80 _ 20.4 20.0 22.6
18 29/11/2010 FC-JC 300 0.54 3.00 1:39 AM 100 75 80 21.0 20.1 22.1
19 29/11/2010 FC-JC 300 0.54 3.00 1:52 AM 97 80 _ 21.2 19.9 22.8
20 29/11/2010 FC-JC 300 0.54 3.00 2:05 AM 99 75 _ 20.0 19.7 22.6
TEST ON FRESH CONCRETE
DESTINATION:PH UNIT 5 LIFT 28 1st STAGE
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
AGGREGATE TYPE:NS+BCA
Date castedAir Cont.
(%)Air Temp.
(°C)
Conc. Temp. (°C)
Track no.Batch time
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N
Lt./m3 Mix Type.
Test No.
68
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 27/11/2010 FC-JC 300 0.54 3.00 11:14 PM 101 80 85 20.7 21.0 23.5
2 27/11/2010 FC-JC 300 0.54 3.00 11:28 PM 99 75 _ 20.7 20.8 23.2
3 27/11/2010 FC-JC 300 0.54 3.00 11:47 PM 97 75 _ 20.4 20.8 23.0
4 28/11/2010 FC-JC 300 0.54 3.00 12:52 AM 99 70 _ 20.0 20.3 22.7
5 28/11/2010 FC-JC 300 0.54 3.00 1:10 AM 97 70 _ 19.8 20.0 22.6
6 28/11/2010 FC-JC 300 0.54 3.00 2:18 AM 100 70 _ 19.5 19.8 22.1
7 28/11/2010 FC-JC 300 0.54 3.00 2:54 AM 100 75 _ 19.4 19.8 22.0
8 28/11/2010 FC-JC 300 0.54 3.00 3:05 AM 101 75 _ 19.2 19.6 21.9
9 28/11/2010 FC-JC 300 0.54 3.00 3:44 AM 97 80 _ 19.0 19.7 20.2
10 28/11/2010 FC-JC 300 0.54 3.00 4:19 AM 99 75 _ 18.9 19.3 19.9
SHIFT: NIGHT CEMENT: 42.5N
1 29/11/2010 FC-JC 300 0.54 3.00 2:32 AM 97 80 _ 20.0 19.7 22.4
2 29/11/2010 FC-JC 300 0.54 3.00 2:44 AM 99 80 _ 20.1 19.6 22.9
3 29/11/2010 FC-JC 300 0.54 3.00 3:12 AM 97 80 _ 21.2 19.3 20.2
4 29/11/2010 FC-JC 300 0.54 3.00 3:27 AM 99 80 _ 20.1 19.6 20.5
5 29/11/2010 FC-JC 300 0.54 3.00 4:13 AM 99 80 95 19.9 19.7 20.0
6 29/11/2010 FC-JC 300 0.54 3.00 4:33 AM 97 80 _ 19.9 19.3 20.3
7 29/11/2010 FC-JC 300 0.54 3.00 5:08 AM 99 80 _ 19.8 19.6 20.1
8 29/11/2010 FC-JC 300 0.54 3.00 5:42 AM 99 80 _ 19.7 19.3 19.8
9 29/11/2010 FC-JC 300 0.54 3.00 5:54 AM 913 80 _ 19.2 19.0 20.7
Date casted
DESTINATION:PH UNIT 5 LIFT 28 1st STAGE
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
DESTINATION:PH UNIT 5 LIFT 28 1st PHASE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N
Lt./m3 Mix Type.
Test No.
AGGREGATE TYPE:NS+BCA
AGGREGATE TYPE:NS+BCA
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
TEST ON FRESH CONCRETE
69
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 26/11/2010 FC-JC 300 0.54 3.00 9:14 PM 98 75 _ 21.8 20.8 21.5
2 26/11/2010 FC-JC 300 0.54 3.00 9:32 PM 101 70 _ 21.8 20.8 21.2
3 26/11/2010 FC-JC 300 0.54 3.00 9:47 PM 914 70 _ 21.5 20.5 21.2
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 26/11/2010 FC-M6 380 0.42 3.80+2.7 3:22 AM 912 90 _ 20.1 19.8 19.8
2 26/11/2010 FC-M6 380 0.42 3.80+2.7 4:00 AM 96 95 _ 19.9 19.4 19.7
3 26/11/2010 FC-M6 380 0.42 3.80+2.7 4:15 AM 912 95 _ 19.9 19.3 19.6
4 26/11/2010 FC-M6 380 0.42 3.80+2.7 4:48 AM 912 100 _ 19.8 19.3 19.9
5 26/11/2010 FC-M6 380 0.42 3.80+2.7 5:20 AM 96 95 _ 19.3 18.9 18.9
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 29/11/2010 FC-JC 300 0.54 3.00 7:51 AM 99 75 _ 20.3 20.0 21.7
2 29/11/2010 FC-JC 300 0.54 3.00 8:33 AM 913 70 _ 20.5 20.0 22.0
3 29/11/2010 FC-JC 300 0.54 3.00 9:34 AM 99 70 _ 21.6 20.5 22.3
4 29/11/2010 FC-JC 300 0.54 3.00 10:23 AM 913 80 95 24.5 21.2 22.4
5 29/11/2010 FC-JC 300 0.54 3.00 11:33 AM 913 75 _ 26.8 21.4 22.7
Conc. Temp. (°C)Track no.
SLUMP (mm) Fresh Unit weight
(gm/cm3)
Air Cont. (%)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 5 LIFT 28 2nd PHASE
Test No.
Date casted Mix Type.Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N
Lt./m3Batch time
Air Temp. (°C)
Fresh Unit weight
(gm/cm3)
Air Cont. (%)
Air Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 4 LIFT P10B
Test No.
Date casted Mix Type.Cement content
(Kg/m3)
Conc. Temp. (°C)ADMIXTURE Sika 110N/C40
Lt./m3Batch time Track no.
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 4 LIFT P10B
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
Track no.
SLUMP (mm)
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N
Lt./m3 Mix Type.
W:C Ratio
Test No.
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
Batch time
70
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 26/11/2010 FC-M6 380 0.42 3.80+2.7 8:43 AM 100 95 100 22.5 21.4 21.6
SHIFT: DAY CEMENT: 42.5N
1 26/11/2010 FC-M6 380 0.42 3.80+2.7 8:02 AM 96 95 _ 23.5 21.2 22.3
2 26/11/2010 FC-JC 300 0.54 3.00 8:21 AM 97 80 _ 24.0 21.4 22.2
3 26/11/2010 FC-JC 300 0.54 3.00 8:53 AM 96 80 _ 24.8 21.6 22.7
4 26/11/2010 FC-JC 300 0.54 3.00 9:17 AM 97 80 _ 25.5 22.0 22.5
5 26/11/2010 FC-JC 300 0.54 3.00 9:40 AM 96 80 95 24.7 21.1 22.8
6 26/11/2010 FC-JC 300 0.54 3.00 10:05 AM 97 80 _ 26.2 22.0 22.1
7 26/11/2010 FC-JC 300 0.54 3.00 11:58 AM 913 75 _ 31.3 22.2 22.3
8 26/11/2010 FC-JC 300 0.54 3.00 12:16 PM 97 75 _ 32.3 22.4 22.6
9 26/11/2010 FC-JC 300 0.54 3.00 1:08 PM 913 80 90 33.1 21.9 22.4
10 26/11/2010 FC-JC 300 0.54 3.00 1:53 PM 913 75 _ 29.1 22.1 22.4
11 26/11/2010 FC-JC 300 0.54 3.00 2:36 PM 98 80 _ 29.3 21.3 22.1
12 26/11/2010 FC-JC 300 0.54 3.00 3:56 PM 98 80 _ 30.1 22.5 22.6
13 26/11/2010 FC-JC 300 0.54 3.00 4:40 PM 98 80 _ 29.3 22.4 22.4
14 26/11/2010 FC-JC 300 0.54 3.00 5:25 PM 98 75 _ 27.4 22.2 22.6
SHIFT: NIGHT CEMENT: 42.5N
1 26/11/2010 FC-JC 300 0.54 3.00 8:56 PM 99 75 80 21.9 22.5 22.7
SHIFT: NIGHT CEMENT: 42.5N
1 26/11/2010 FC-JC 300 0.54 3.00 9:57 PM 99 70 _ 21.6 20.9 21.3
DESTINATION:PH CONTROL BUILDING WALL AXIS 28/A - B
TEST ON FRESH CONCRETE
DESTINATION:PH UNIT 3 2nd PHASE CONCRETE
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 1 LIFT 92 TRANSFORMER WALL AXIS 19
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 4 LIFT P10B
AGGREGATE TYPE:NS+BCA
AGGREGATE TYPE:NS+BCA
Date castedAir Cont.
(%)Air Temp.
(°C)
Conc. Temp. (°C)
Track no.Batch time
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3 Mix Type.
Test No.
71
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 24/11/2010 FC-JC 300 0.54 3.00 7:40 PM 97 70 _ 24.6 21.2 22.2
2 24/11/2010 FC-JC 300 0.54 3.00 8:10 PM 99 75 _ 23.9 21.2 22.0
3 24/11/2010 FC-JC 300 0.54 3.00 8:23 PM 97 75 _ 22.8 21.0 22.0
4 24/11/2010 FC-JC 300 0.54 3.00 9:34 PM 99 75 _ 22.3 20.9 21.5
5 24/11/2010 FC-JC 300 0.54 3.00 10:34 PM 97 80 _ 22.0 20.9 21.4
6 24/11/2010 FC-JC 300 0.54 3.00 11:47 PM 99 75 _ 21.6 20.4 20.6
7 25/11/2010 FC-JC 300 0.54 3.00 12:18 AM 99 70 _ 21.1 20.4 20.4
8 25/11/2010 FC-JC 300 0.54 3.00 1:16 AM 97 70 _ 20.9 20.5 20.6
9 25/11/2010 FC-JC 300 0.54 3.00 2:21 AM 97 70 _ 20.6 20.3 20.6
10 25/11/2010 FC-JC 300 0.54 3.00 3:05 AM 99 70 _ 20.0 20.3 20.4
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 25/11/2010 FC-M6 380 0.42 3.80+2.7 3:22 PM 100 90 _ 32.3 21.5 21.8
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 25/11/2010 FC-JC 300 0.54 3.00 8:56 PM 97 70 _ 22.6 21.8 22.1
SHIFT: NIGHT CEMENT: 42.5N
1 25/11/2010 FC-JC 300 0.54 3.00 10:51 PM 97 75 _ 21.4 21.0 22.0
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 LIFT 92 TRANSFORMER WALL
Track no.SLUMP (mm) Fresh Unit
weight
(gm/cm3)
Air Cont. (%)
AGGREGATE TYPE:NS+BCA DESTINATION:PH CONTROL BUILDING WALL AXIS 28
Test No.
Date casted Mix Type.Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N
Lt./m3Batch time
Air Temp. (°C)
Fresh Unit weight
(gm/cm3)
Air Cont. (%)
Air Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 3 SLOT B STOP LOG 2nd PHASE CAST
Test No.
Date casted Mix Type.Cement content
(Kg/m3)
Conc. Temp. (°C)ADMIXTURE Sika 110N/C40
Lt./m3Batch time Track no.
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 LIFT P15
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
Track no.
SLUMP (mm)
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N
Lt./m3 Mix Type.
W:C Ratio
Test No.
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
Batch time
72
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 23/11/2010 FC-M6 380 0.42 3.80+2.7 11:57 PM 912 95 _ 22.1 21.4 21.6
2 23/11/2010 FC-M6 380 0.42 3.80+2.7 12:12 AM 912 95 _ 21.9 21.4 21.4
3 23/11/2010 FC-M6 380 0.42 3.80+2.7 12:53 AM 912 90 _ 21.7 21.2 21.6
SHIFT: DAY CEMENT: 42.5N
1 24/11/2010 FC-M6 380 0.42 3.80+2.7 1:21 PM 96 95 100 31.8 21.6 21.8
SHIFT: DAY CEMENT: 42.5N
1 24/11/2010 FC-M6 380 0.42 3.80+2.7 1:47 PM 97 100 105 32.5 22.3 22.5
SHIFT: DAY CEMENT: 42.5N
1 24/11/2010 FC-M6 380 0.42 3.80+2.7 3:03 PM 96 90 95 30.2 21.5 21.6
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 24/11/2010 FC-JC 300 0.54 2.10 3:30 PM 912 70 75 31.2 22.4 22.6
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 24/11/2010 FC-JC 300 0.54 3.00 5:18 PM 99 80 _ 28.8 21.6 22.2
2 24/11/2010 FC-JC 300 0.54 3.00 5:59 PM 97 75 _ 27.4 21.8 22.4
3 24/11/2010 FC-JC 300 0.54 3.00 6:21 PM 99 70 _ 26.2 21.4 22.3
Air Temp. (°C)
Conc. Temp. (°C)Track no.
SLUMP (mm) Fresh Unit weight
(gm/cm3)
Air Cont. (%)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 LIFT P15
Test No.
Date casted Mix Type.Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N
Lt./m3Batch time
Air Cont. (%)
Air Temp. (°C)
W:C Ratio
ADMIXTURE BV 40
Lt./m3Batch time Track no.
Test No.
Date casted Mix Type.Cement content
(Kg/m3)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 3 SLOT B SILL BEAM 2nd PHASE CAST
AGGREGATE TYPE:NS+BCA DESTINATION:PH CONTROL BUILDING AT AXIS 28
SLUMP (mm) Fresh Unit weight
(gm/cm3)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 SLOT B SILL BEAM 2nd PHASE CAST
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 3 UP STREAM
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika
110N/C40
Lt./m3
Mix Type.Test No.
DESTINATION:PH UNIT 4 LIFT 30A CANTILEVER CENTRE WALL 3rd PHASE
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
73
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 23/11/2010 FC-IB 330 0.54 2.30 3:14 PM 100 80 _ 28.6 22.3 22.5
2 23/11/2010 FC-IB 330 0.54 2.30 3:21 PM 99 80 _ 30.0 21.4 22.3
3 23/11/2010 FC-IB 330 0.54 2.30 4:00 PM 100 80 _ 28.4 20.3 22.4
4 23/11/2010 FC-IB 330 0.54 2.30 4:24 PM 99 75 _ 27.2 21.1 22.3
5 23/11/2010 FC-IB 330 0.54 2.30 4:58 PM 99 80 _ 26.2 21.2 22.4
6 23/11/2010 FC-IB 330 0.54 2.30 5:10 PM 100 80 _ 27.1 22.2 22.6
7 23/11/2010 FC-IB 330 0.54 2.30 5:36 PM 99 80 _ 26.6 21.4 22.2
8 23/11/2010 FC-IB 330 0.54 2.30 6:08 PM 99 85 _ 24.9 21.6 22.3
SHIFT: NIGHT CEMENT: 42.5N
1 23/11/2010 FC-IB 330 0.54 2.30 8:21 PM 99 80 _ 24.0 21.4 21.9
2 23/11/2010 FC-IB 330 0.54 2.30 9:04 PM 99 80 _ 23.4 21.5 21.9
3 23/11/2010 FC-IB 330 0.54 2.30 9:48 PM 99 85 _ 23.2 21.3 21.4
4 23/11/2010 FC-IB 330 0.54 2.30 10:18 PM 100 80 _ 22.8 21.3 21.4
5 23/11/2010 FC-IB 330 0.54 2.30 11:25 PM 100 80 _ 22.4 20.2 20.8
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 25/11/2010 FC-IB 330 0.54 3.30 3:47 PM 101 80 _ 34.5 21.4 22.0
2 25/11/2010 FC-IB 330 0.54 3.30 5:14 PM 101 85 _ 27.2 21.6 22.0
Conc. Temp. (°C)SLUMP (mm) Fresh Unit weight
(gm/cm3)
Air Cont. (%)
Air Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARRELS 1 & 2 LIFT 8/7
Test No.
Date casted Mix Type.Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N
Lt./m3Batch time Track no.
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
AGGREGATE TYPE:NS+BCA
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
AGGREGATE TYPE:NS+BCADESTINATION:S. SPILLWAY RIGHT CURVED RETAINING WALL 5DA -
5DB - 5DC - 5DE
Date casted
DESTINATION:S. SPILLWAY RIGHT CURVED RETAINING WALL 5DA - 5DB - 5DC - 5DE
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
74
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 22/11/2010 FC-M6 380 0.42 3.80+2.7 11:37 PM 101 95 _ 22.4 21.0 21.4
2 22/11/2010 FC-M6 380 0.42 3.80+2.7 12:17 AM 101 90 _ 22.0 20.8 21.7
3 22/11/2010 FC-M6 380 0.42 3.80+2.7 12:41 AM 101 90 _ 21.6 20.8 21.8
4 22/11/2010 FC-M6 380 0.42 3.80+2.7 1:13 AM 101 90 _ 21.1 20.3 21.9
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 23/11/2010 FC-JC 300 0.54 2.10 10:45 AM 913 80 _ 27.9 21.2 23.8
SHIFT: DAY CEMENT: 42.5N
1 23/11/2010 FC-R 250 0.70 1.80 3:05 PM 98 75 _ 29.2 22.1 22.4
2 23/11/2010 FC-R 250 0.70 1.80 4:41 PM 98 80 _ 26.7 21.0 22.6
SHIFT: NIGHT CEMENT: 42.5N
1 23/11/2010 FC-JC 300 0.54 2.10 9:23 PM 97 70 _ 22.9 21.7 _
SHIFT: NIGHT CEMENT: 42.5N
1 23/11/2010 FC-M6 380 0.42 3.80+2.7 10:01 PM 912 92 _ 22.8 21.9 22.3
2 23/11/2010 FC-M6 380 0.42 3.80+2.7 10:38 PM 912 90 _ 22.5 21.8 22.1
3 23/11/2010 FC-M6 380 0.42 3.80+2.7 11:00 PM 912 90 _ 22.1 21.8 22.0
4 23/11/2010 FC-M6 380 0.42 3.80+2.7 11:33 PM 912 90 _ 21.9 21.4 21.7
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA
DESTINATION:PH UNIT 4 LIFT 29A & 30A CANTILEVER 2nd PHASE WALL AXIS 5
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3 Mix Type.
AGGREGATE TYPE:NS+BCA
Track no.Batch timeTest No.
DESTINATION:PH UNIT 1 LIFT 92 TRANSFORMER GENERATOR WALL
Test No.
Date casted Mix Type.Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3
AGGREGATE TYPE:NS+BCADESTINATION:PH UNIT 4 LIFT 30A CANTILEVER RIGHT WALL 3rd
PHASE
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:FIRE FIGHTING TANK SLAB
AGGREGATE TYPE:NS+BCA DESTINATION:PH CONTROL BUILDING COLUMN AXIS 28
SLUMP (mm) Fresh Unit weight
(gm/cm3)
Air Cont. (%)
Batch time Track no.Air Temp.
(°C)
75
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 22/11/2010 FC-M6 380 0.42 3.80+2.7 10:53 AM 99 95 100 28.4 21.2 21.4
2 22/11/2010 FC-M6 380 0.42 3.80+2.7 12:31 PM 99 90 _ 31.5 21.4 21.6
SHIFT: DAY CEMENT: 42.5N
1 22/11/2010 FC-M6 380 0.42 3.80+2.7 12:53 PM 97 100 110 32.4 21.6 21.7
SHIFT: DAY CEMENT: 42.5N
1 24/11/2010 FC-M6 380 0.42 3.80+2.7 3:59 PM 99 110 115 32.6 21.8 21.9
SHIFT: DAY CEMENT: 42.5N
1 25/11/2010 FC-M6 380 0.42 3.80+2.7 1:53 PM 99 95 _ 31.0 21.8 21.8
2 25/11/2010 FC-M6 380 0.42 3.80+2.7 5:20 PM 913 100 _ 27.4 21.6 22.0
SHIFT: DAY CEMENT: 42.5N
1 29/11/2010 FC-M6 380 0.42 3.80+2.7 9:30 AM 101 105 110 23.5 21.4 21.6
SHIFT: DAY CEMENT: 42.5N
1 29/11/2010 FC-JC 300 0.54 3.00 10:07 AM 100 70 75 24.5 22.8 22.9
SHIFT: DAY CEMENT: 42.5N
1 29/11/2010 FC-M6 380 0.42 3.80+2.7 2:01 PM 99 95 100 32.6 22.3 22.8
2 29/11/2010 FC-M6 380 0.42 3.80+2.7 3:53 PM 99 90 _ 33.4 22.6 22.9
SHIFT: DAY CEMENT: 42.5N
1 30/11/2010 FC-M6 380 0.42 3.80+2.7 1:30 PM 96 90 100 32..4 21.6 21.8
AGGREGATE TYPE:NS+BCADESTINATION:PH UNIT 3 SLOT A & B STOP LOG 2nd PHASE
CONCRETE
AGGREGATE TYPE:NS+BCADESTINATION:PH UNIT 3 SLOT A & B STOP LOG 2nd PHASE
CONCRETE
AGGREGATE TYPE:NS+BCA DESTINATION:GATED SPILLWAY RADIAL GATE 2 SEAL BEAM
AGGREGATE TYPE:NS+BCADESTINATION:CARP.W/SHOP PERMANENT ROAD MANHOLE DUCT
TYPE 3
AGGREGATE TYPE:NS+BCA DESTINATION:GATED SPILLWAY RADIAL GATE 2 2nd PHASE
AGGREGATE TYPE:NS+BCA DESTINATION:GATED SPILLWAY RADIAL GATE 2 2nd PHASE
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
AGGREGATE TYPE:NS+BCADESTINATION:G. SPILLWAY RADIAL 2nd PHASE STEEL BEAM STOP
LOG
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3 Mix Type.
Test No.
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:GATED SPILLWAY RADIAL GATE 2 2nd PHASE
Date casted
76
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 22/11/2010 FC-JC 300 0.54 2.10 1:27 AM 912 70 _ 19.8 19.4 _
SHIFT: NIGHT CEMENT: 42.5N
1 22/11/2010 FC-JC 300 0.54 2.10 3:31 AM 99 75 80 19.5 20.1 20.4
2 22/11/2010 FC-JC 300 0.54 2.10 4:28 AM 99 70 _ 19.2 20.0 20.4
SHIFT: NIGHT CEMENT: 42.5N
1 22/11/2010 FC-JC 300 0.54 2.10 2:14 AM 97 70 _ 19.7 19.8 _
2 22/11/2010 FC-JC 300 0.54 2.10 3:15 AM 96 75 _ 19.3 19.8 _
3 22/11/2010 FC-JC 300 0.54 2.10 4:43 AM 97 75 _ 18.9 19.6 _
4 22/11/2010 FC-JC 300 0.54 2.10 4:52 AM 96 80 _ 18.4 19.3 _
5 22/11/2010 FC-JC 300 0.54 2.10 5:42 AM 96 75 _ 18.0 18.8 _
6 22/11/2010 FC-JC 300 0.54 2.10 6:09 AM 97 75 _ 17.8 18.8 _
SHIFT: NIGHT CEMENT: 42.5N
1 22/11/2010 FC-IB 330 0.54 2.30 2:17 AM 100 85 _ 19.7 19.4 22.9
2 22/11/2010 FC-IB 330 0.54 2.30 3:42 AM 100 85 _ 19.3 19.4 22.8
3 22/11/2010 FC-IB 330 0.54 2.30 4:01 AM 97 80 _ 19.1 19.3 22.5
4 22/11/2010 FC-IB 330 0.54 2.30 4:44 AM 97 80 _ 18.9 19.2 22.2
5 22/11/2010 FC-IB 330 0.54 2.30 5:57 AM 97 85 _ 19.6 19.2 22.1
6 22/11/2010 FC-IB 330 0.54 2.30 6:25 AM 98 80 _ 19.0 19.3 _
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
TEST ON FRESH CONCRETE
DESTINATION:PH CONTROL BUILDING COLUMN AXIS 28 TO EL: 1114.30
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
AGGREGATE TYPE:NS+BCA
Date casted Track no.Batch time
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 LIFT 33 DECK BRIDGE 1st PHASE
AGGREGATE TYPE:NS+BCADESTINATION:PH UNIT 1 LIFT 92 TRANSFORMER WALL 2nd PHASE NEAR
AXIS 21
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 4 LIFT 24
77
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 21/11/2010 FC-JC 300 0.54 2.10 7:58 AM 96 80 _ 19.5 20.0 22.6
2 21/11/2010 FC-JC 300 0.54 2.10 8:13 AM 97 85 _ 20.0 20.4 22.4
3 21/11/2010 FC-JC 300 0.54 2.10 8:34 AM 96 80 _ 32.2 20.1 22.7
4 21/11/2010 FC-JC 300 0.54 2.10 9:06 AM 97 80 95 22.6 20.2 22.3
5 21/11/2010 FC-JC 300 0.54 2.10 9:40 AM 96 75 _ 25.1 21.0 22.4
6 21/11/2010 FC-JC 300 0.54 2.10 9:55 AM 97 80 _ 25.2 21.2 22.0
7 21/11/2010 FC-JC 300 0.54 2.10 10:11 AM 96 80 _ 24.8 20.7 22.3
8 21/11/2010 FC-JC 300 0.54 2.10 11:03 AM 96 85 90 27.6 22.0 22.1
9 21/11/2010 FC-JC 300 0.54 2.10 1:13 PM 96 80 _ 29.2 21.2 22.4
10 21/11/2010 FC-JC 300 0.54 2.10 2:32 PM 97 80 _ 31.4 21.4 22.4
11 21/11/2010 FC-JC 300 0.54 2.10 3:45 PM 912 75 _ 29.0 21.6 22.1
SHIFT: DAY CEMENT: 42.5N
1 21/11/2010 FC-JC 300 0.54 2.10 3:13 PM 101 70 75 32.6 21.4 21.6
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 22/11/2010 FC-M6 380 0.42 3.80+2.7 11:47 PM 96 95 105 20.3 20.0 21.4
2 22/11/2010 FC-M6 380 0.42 3.80+2.7 12:41 AM 96 90 _ 20.1 19.6 20.5
3 22/11/2010 FC-M6 380 0.42 3.80+2.7 1:09 AM 96 95 _ 20.0 19.6 20.4
4 22/11/2010 FC-M6 380 0.42 3.80+2.7 2:07 AM 96 95 _ 19.8 19.7 19.9
Mix Type.Test No.
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 4 LIFT 24
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 AXIS 18 - 20 FINAL PART 1st PHASE
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3Batch time Track no.
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
Conc. Temp. (°C)SLUMP (mm) Fresh Unit weight
(gm/cm3)
Air Cont. (%)
Air Temp. (°C)
AGGREGATE TYPE:NS+BCA
DESTINATION:PH UNIT 4 LIFT 29A & 30A CANTILEVER CENTRE
WALL AXIS 7 2nd STAGE
Test No.
Date casted Mix Type.
78
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 20/11/2010 FC-R 250 0.70 1.80 9:38 AM 96 70 75 24.5 24.6 25.7
2 20/11/2010 FC-R 250 0.70 1.80 10:22 AM 96 75 _ 25.4 25.0 25.3
SHIFT: DAY CEMENT: 42.5N
1 21/11/2010 FC-R 250 0.70 1.80 2:09 PM 101 75 80 31.8 22.0 22.3
SHIFT: NIGHT CEMENT: 42.5N
1 24/11/2010 FC-JC 300 0.54 2.10 8:35 PM 96 75 75 22.5 21.8 22.9
2 24/11/2010 FC-JC 300 0.54 2.10 9:19 PM 101 70 _ 22.4 21.8 22.5
3 24/11/2010 FC-JC 300 0.54 2.10 10:08 PM 96 75 _ 22.0 21.2 21.9
4 24/11/2010 FC-JC 300 0.54 2.10 10:57 PM 101 75 _ 21.9 21.1 21.8
5 24/11/2010 FC-JC 300 0.54 2.10 11:55 PM 96 70 70 21.6 21.1 21.6
6 24/11/2010 FC-JC 300 0.54 2.10 12:22 AM 100 75 _ 21.1 20.7 21.6
7 24/11/2010 FC-JC 300 0.54 2.10 12:48 AM 101 75 _ 20.9 20.8 20.9
8 24/11/2010 FC-JC 300 0.54 2.10 1:38 AM 101 75 _ 20.6 20.4 21.0
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 25/11/2010 FC-R 250 0.70 2.50 2:40 PM 914 70 _ 32.8 24.2 25.6
Air Cont. (%)
Air Temp. (°C)
W:C Ratio
ADMIXTURE Sika 110N
Lt./m3Batch time Track no.Date casted Mix Type.
Cement content
(Kg/m3)
AGGREGATE TYPE:NS+BCA DESTINATION:S.Y. P4 INTERCONNECTION TOWER FOUNDATION
AGGREGATE TYPE:NS+BCA DESTINATION:S.YARD FENCE POST FOUNDATION
Conc. Temp. (°C)SLUMP (mm) Fresh Unit weight
(gm/cm3)
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
AGGREGATE TYPE:NS+BCA
Test No.
DESTINATION:S.YARD FENCE POST FOUNDATION BLINDING
AGGREGATE TYPE:NS+BCA DESTINATION:S.YARD CONTROL BUILDING DESIEL TANK BLINDING
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
79
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 20/11/2010 FC-JC 300 0.54 2.10 7:22 AM 97 80 _ 19.9 20.5 22.6
2 20/11/2010 FC-JC 300 0.54 2.10 7:57 AM 97 80 _ 19.9 20.6 22.2
3 20/11/2010 FC-JC 300 0.54 2.10 8:46 AM 97 85 _ 21.2 21.4 22.5
4 20/11/2010 FC-JC 300 0.54 2.10 9:20 AM 99 85 _ 22.4 21.6 22.3
5 20/11/2010 FC-JC 300 0.54 2.10 10:46 AM 97 80 _ 26.5 21.8 22.3
6 20/11/2010 FC-JC 300 0.54 2.10 11:55 AM 99 80 _ 28.7 22.0 22.5
7 20/11/2010 FC-JC 300 0.54 2.10 12:08 PM 97 75 _ 30.2 22.2 22.1
8 20/11/2010 FC-JC 300 0.54 2.10 1:07 PM 101 80 _ 31.0 21.7 22.3
9 20/11/2010 FC-JC 300 0.54 2.10 1:42 PM 99 80 _ 30.2 21.4 22.1
10 20/11/2010 FC-JC 300 0.54 2.10 2:56 PM 97 75 _ 30.5 21.6 22.5
11 20/11/2010 FC-JC 300 0.54 2.10 3:57 PM 97 80 _ 30.7 21.8 22.1
12 20/11/2010 FC-JC 300 0.54 2.10 4:39 PM 101 80 _ 30.6 22.0 22.0
13 20/11/2010 FC-JC 300 0.54 2.10 5:40 PM 99 80 _ 27.4 22.5 22.6
SHIFT: DAY CEMENT: 42.5N
1 21/11/2010 FC-IB 330 0.54 2.30 7:52 AM 97 80 _ 20.1 20.4 _
2 21/11/2010 FC-IB 330 0.54 2.30 8:04 AM 98 75 _ 19.4 20.5 _
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 21/11/2010 FC-M6 380 0.42 3.80+2.7 8:19 AM 914 95 100 20.7 21.2 21.4
DESTINATION:PH UNIT 2 LIFT 33 DECK BRIDGE
AGGREGATE TYPE:NS+BCADESTINATION:PH UNIT 4 FIXED WHEEL GATE SIDE B, STEEL BEAM
BOTTOM 2nd PHASE
Conc. Temp. (°C)SLUMP (mm) Fresh Unit weight
(gm/cm3)
Air Cont. (%)
Air Temp. (°C)
W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3
Track no.Batch time
Test No.
Date casted Mix Type.Cement content
(Kg/m3)
AGGREGATE TYPE:NS+BCA
Batch time Track no.
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
AGGREGATE TYPE:NS+BCA
Date castedAir Cont.
(%)Air Temp.
(°C)
Conc. Temp. (°C)
TEST ON FRESH CONCRETE
DESTINATION:PH UNIT 3 LIFT 31A CANTILEVER & LIFT 32
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
80
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 20/11/2010 FC-M6 380 0.42 3.80+2.7 7:23 AM 101 85 _ 23.2 22.0 22.4
2 20/11/2010 FC-M6 380 0.42 3.80+2.7 8:08 AM 98 80 _ 23.6 21.2 22.2
3 20/11/2010 FC-M6 380 0.42 3.80+2.7 10:46 AM 101 90 _ 27.9 21.4 22.3
4 20/11/2010 FC-M6 380 0.42 3.80+2.7 11:07 AM 98 95 100 28.3 21.6 22.7
5 20/11/2010 FC-M6 380 0.42 3.80+2.7 12:32 PM 98 90 _ 30.9 21.8 22.5
6 20/11/2010 FC-M6 380 0.42 3.80+2.7 1:09 PM 98 95 _ 31.1 22.0 22.7
7 20/11/2010 FC-M6 380 0.42 3.80+2.7 2:29 PM 98 100 _ 32.4 22.3 22.3
8 20/11/2010 FC-M6 380 0.42 3.80+2.7 3:06 PM 98 105 _ 33.6 22.4 22.7
9 20/11/2010 FC-M6 380 0.42 3.80+2.7 5:03 PM 98 100 _ 27.5 22.6 22.6
SHIFT: DAY CEMENT: 42.5N
1 20/11/2010 FC-M6 380 0.42 3.80+2.7 1:00 PM 96 100 110 31.0 22.4 22.6
SHIFT: NIGHT CEMENT: 42.5N
1 20/11/2010 FC-M6 380 0.42 3.80+2.7 8:03 PM 98 100 _ 23.2 21.8 22.0
2 20/11/2010 FC-M6 380 0.42 3.80+2.7 8:27 PM 101 95 _ 23.0 21.5 21.7
3 20/11/2010 FC-M6 380 0.42 3.80+2.7 9:17 PM 98 95 _ 22.5 21.1 21.5
4 20/11/2010 FC-M6 380 0.42 3.80+2.7 10:29 PM 100 95 _ 21.9 21.3 21.7
5 20/11/2010 FC-M6 380 0.42 3.80+2.7 11:05 PM 98 90 _ 21.3 20.9 20.6
SHIFT: DAY CEMENT: 42.5N
1 21/11/2010 FC-M6 380 0.42 3.80+2.7 8:05 AM 100 100 105 19.8 19.5 19.7
DESTINATION:PH UNIT 3 LIFT 31A CANTILEVER & LIFT 31+32
TEST ON FRESH CONCRETE
DESTINATION:PH UNIT 3 LIFT 31A CANTILEVER & LIFT 32
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 STOP LOG 2nd PHASE SIDE A STEEL BEAM ON TOP
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 3 STOP LOG DOWN STREAM 2nd PHASE
AGGREGATE TYPE:NS+BCA
AGGREGATE TYPE:NS+BCA
Date castedAir Cont.
(%)Air Temp.
(°C)
Conc. Temp. (°C)
Track no.Batch time
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3 Mix Type.
Test No.
81
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 19/11/2010 FC-JC 300 0.54 2.10 11:48 PM 97 70 _ 21.8 20.8 _
SHIFT: NIGHT CEMENT: 42.5N
1 19/11/2010 FC-IB 330 0.54 2.30 8:37 PM 96 80 _ 23.2 21.9 21.9
2 19/11/2010 FC-IB 330 0.54 2.30 9:15 PM 99 85 _ 22.8 21.8 22.2
3 19/11/2010 FC-IB 330 0.54 2.30 9:59 PM 99 85 _ 22.0 21.8 22.6
4 19/11/2010 FC-IB 330 0.54 2.30 10:39 PM 96 85 _ 21.6 21.7 22.4
5 19/11/2010 FC-IB 330 0.54 2.30 11:18 PM 100 85 _ 20.7 21.6 22.2
6 20/11/2010 FC-IB 330 0.54 2.30 12:24 AM 99 80 _ 20.5 20.0 20.9
7 20/11/2010 FC-IB 330 0.54 2.30 1:03 AM 99 80 _ 20.2 20.7 22.6
8 20/11/2010 FC-IB 330 0.54 2.30 1:21 AM 98 80 _ 20.0 20.3 20.7
SHIFT: NIGHT CEMENT: 42.5N
1 20/11/2010 FC-JC 300 0.54 2.10 11:49 PM 98 70 _ 21.0 20.8 _
SHIFT: NIGHT CEMENT: 42.5N
1 20/11/2010 FC-JC 300 0.54 2.10 3:28 AM 98 65 _ 19.3 19.0 _
2 20/11/2010 FC-JC 300 0.54 2.10 3:58 AM 101 70 _ 19.1 18.8 _
3 20/11/2010 FC-JC 300 0.54 2.10 4:06 AM 98 75 _ 18.9 18.8 _
4 20/11/2010 FC-JC 300 0.54 2.10 4:52 AM 101 75 _ 18.4 17.9 20.0
5 20/11/2010 FC-JC 300 0.54 2.10 5:31 AM 98 75 _ 18.2 17.8 21.7
6 20/11/2010 FC-M6 380 0.42 3.80+2.7 6:04 AM 101 85 _ 18.6 19.0 _
AGGREGATE TYPE:NS+BCA DESTINATION:PH CONTROL BUILDING COLUMN 27/C
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 3 LIFT 31A CANTILEVER & LIFT 32
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
AGGREGATE TYPE:NS+BCA DESTINATION:G.SPILLWAY PRECAST BEAM FOR BRIDGE AT CREST
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH CONTROL BUILDING COLUMN 27/C
Date casted
82
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 19/11/2010 FC-IB 330 0.54 2.30 9:10 AM 99 80 _ 22.8 21.2 22.6
2 19/11/2010 FC-IB 330 0.54 2.30 11:01 AM 99 75 _ 26.7 21.4 21.8
3 19/11/2010 FC-IB 330 0.54 2.30 12:38 PM 99 80 _ 30.4 21.6 22.0
4 19/11/2010 FC-IB 330 0.54 2.30 1:38 PM 99 80 _ 31.2 21.8 22.1
SHIFT: DAY CEMENT: 42.5N
1 21/11/2010 FC-IB 330 0.54 2.30 10:32 AM 914 80 _ 25.1 22.0 22.0
2 21/11/2010 FC-IB 330 0.54 2.30 11:36 AM 914 75 _ 26.1 21.8 21.9
SHIFT: NIGHT CEMENT: 42.5N
1 21/11/2010 FC-IB 330 0.54 2.30 9:48 PM 99 85 95 20.1 20.8 20.8
2 21/11/2010 FC-IB 330 0.54 2.30 10:24 PM 99 80 _ 20.6 20.3 20.6
3 21/11/2010 FC-IB 330 0.54 2.30 11:20 PM 99 80 _ 20.3 19.9 19.9
4 21/11/2010 FC-IB 330 0.54 2.30 12:12 AM 99 80 _ 20.2 19.5 21.0
SHIFT: DAY CEMENT: 42.5N
1 23/11/2010 FC-IB 330 0.54 2.30 4:14 PM 97 80 _ 26.3 21.1 22.1
2 23/11/2010 FC-IB 330 0.54 2.30 5:48 PM 97 80 _ 25.1 22.0 22.2
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 25/11/2010 FC-IB 330 0.54 3.30 10:26 AM 98 80 _ 24.8 21.4 22.1
2 25/11/2010 FC-IB 330 0.54 3.30 12:01 PM 98 75 _ 30.5 21.6 21.6
Conc. Temp. (°C)SLUMP (mm) Fresh Unit weight
(gm/cm3)
Air Cont. (%)
Air Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY UNIT 4L & 9B
Test No.
Date casted Mix Type.Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N
Lt./m3Batch time Track no.
AGGREGATE TYPE:NS+BCA
AGGREGATE TYPE:NS+BCA
DESTINATION:SIPHON SPILLWAY BARRELS 1/2 6 PHASE LIFT 8
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARRELS 7 & 8 LIFT 8/3
Date casted
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
DESTINATION:SIPHON SPILLWAY BARRELS 3 LIFT 9B
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARRELS 3 LIFT 8(V1)
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
83
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 18/11/2010 FC-M6 380 0.42 3.80+2.7 4:48 PM 96 100 100 35.4 21.4 21.8
2 18/11/2010 FC-M6 380 0.42 3.80+2.7 5:20 PM 99 95 _ 30.6 21.5 21.5
3 18/11/2010 FC-M6 380 0.42 3.80+2.7 5:30 PM 96 90 _ 28.2 21.6 22.1
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 18/11/2010 FC-JC 300 0.54 2.10 7:07 PM 96 70 _ 24.8 21.4 22.4
2 18/11/2010 FC-JC 300 0.54 2.10 7:50 PM 99 70 _ 24.1 21.3 22.4
3 18/11/2010 FC-JC 300 0.54 2.10 7:59 PM 96 70 _ 23.5 21.3 22.2
4 18/11/2010 FC-JC 300 0.54 2.10 9:55 PM 99 75 _ 22.9 21.0 21.8
SHIFT: DAY CEMENT: 42.5N
1 19/11/2010 FC-M6 380 0.42 3.80+2.7 7:33 AM 97 95 _ 23.2 21.0 23.2
2 19/11/2010 FC-M6 380 0.42 3.80+2.7 11:14 AM 100 100 _ 28.0 21.4 22.2
3 19/11/2010 FC-M6 380 0.42 3.80+2.7 1:53 PM 100 105 _ 31.4 21.6 21.9
SHIFT: DAY CEMENT: 42.5N
1 19/11/2010 FC-M6 380 0.42 3.80+2.7 5:33 PM 912 95 _ 29.1 21.2 _
SHIFT: NIGHT CEMENT: 42.5N
1 19/11/2010 FC-M6 380 0.42 3.80+2.7 6:39 PM 912 90 _ 23.9 21.3 _
2 19/11/2010 FC-M6 380 0.42 3.80+2.7 8:55 PM 912 80 _ 22.7 21.8 _
3 19/11/2010 FC-M6 380 0.42 3.80+2.7 9:38 PM 912 90 _ 22.0 21.6 _
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3 Mix Type.
Test No.
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 4 LIFT P9B
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 4 LIFT P9B
Date casted
DESTINATION:PH UNIT 4 CANTILEVER RIGHT SIDE LIFT 29A 1st PHASE
SLUMP (mm)Test No.
Date casted Mix Type.Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3Air Temp.
(°C)
Fresh Unit weight
(gm/cm3)
Air Cont. (%)
Batch time Track no.
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 4 CANTILEVER RIGHT SIDE LIFT 29A 1st PHASE
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 3 STOP LOG DOWUN STREAM
AGGREGATE TYPE:NS+BCA
84
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 17/11/2010 FC-M6 380 0.42 3.80+2.7 8:03 AM 100 100 105 21.4 22.3 22.4
2 17/11/2010 FC-M6 380 0.42 3.80+2.7 5:10 PM 96 95 _ 24.3 22.5 22.6
SHIFT: DAY CEMENT: 42.5N
1 17/11/2010 FC-M6 380 0.42 3.80+2.7 1:34 PM 97 90 110 30.2 22.5 22.8
SHIFT: NIGHT CEMENT: 42.5N
1 17/11/2010 FC-M6 380 0.42 3.80+2.7 11:23 PM 99 95 _ 20.3 19.8 22.1
2 17/11/2010 FC-M6 380 0.42 3.80+2.7 12:22 AM 99 90 _ 20.0 19.8 22.1
3 17/11/2010 FC-M6 380 0.42 3.80+2.7 12:50 AM 99 90 _ 19.9 19.7 22.0
4 17/11/2010 FC-M6 380 0.42 3.80+2.7 1:22 AM 99 90 _ 19.6 19.2 21.9
SHIFT: DAY CEMENT: 42.5N
1 18/11/2010 FC-M6 380 0.42 3.80+2.7 8:22 AM 912 95 105 22.3 21.2 21.5
2 18/11/2010 FC-M6 380 0.42 3.80+2.7 2:14 PM 912 90 _ 31.4 21.6 21.8
3 18/11/2010 FC-M6 380 0.42 3.80+2.7 4:40 PM 912 90 _ 30.5 21.8 22.0
SHIFT: DAY CEMENT: 42.5N
1 18/11/2010 FC-M6 380 0.42 3.80+2.7 9:32 AM 97 95 100 23.3 21.0 21.6
2 18/11/2010 FC-M6 380 0.42 3.80+2.7 10:23 AM 96 90 _ 26.0 21.4 21.8
3 18/11/2010 FC-M6 380 0.42 3.80+2.7 2:28 PM 914 90 _ 32.4 21.6 22.0
SHIFT: DAY CEMENT: 42.5N
1 18/11/2010 FC-M6 380 0.42 3.80+2.7 4:01 PM 98 95 100 30.8 22.0 22.2
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
TEST ON FRESH CONCRETE
DESTINATION:G. SPILLWAY RADIAL GATE 2 2nd PHASE CAST
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3 Mix Type.
Test No.
AGGREGATE TYPE:NS+BCA
Date casted Track no.Batch time
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 1 STOP LOG 2nd PHASE CONCRETE
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 4 LIFT 29A AXIS 7
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 STOP LOG 2nd PHASE CONCRETE
AGGREGATE TYPE:NS+BCA DESTINATION:G. SPILLWAY RADIAL GATE 1 2nd PHASE CAST
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 3 STOP LOG BOTTOM BEAM 2nd PHASE CAST
85
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 16/11/2010 FC-JC 300 0.54 2.10 8:22 PM 100 70 _ 22.5 21.2 21.5
2 16/11/2010 FC-JC 300 0.54 2.10 8:36 PM 98 75 _ 22.5 21.2 22.4
3 16/11/2010 FC-JC 300 0.54 2.10 8:46 PM 99 70 _ 22.4 21.3 21.4
4 16/11/2010 FC-JC 300 0.54 2.10 9:32 PM 99 65 _ 22.1 21.0 21.2
5 16/11/2010 FC-JC 300 0.54 2.10 9:58 PM 97 70 _ 22.0 20.9 22.2
6 16/11/2010 FC-JC 300 0.54 2.10 10:52 PM 97 70 _ 21.7 20.9 21.2
7 16/11/2010 FC-JC 300 0.54 2.10 11:42 PM 100 70 _ 21.2 20.6 21.0
8 17/11/2010 FC-JC 300 0.54 2.10 12:41 AM 98 75 _ 20.9 20.5 22.9
9 17/11/2010 FC-JC 300 0.54 2.10 1:16 AM 100 70 _ 20.4 20.2 22.5
10 17/11/2010 FC-JC 300 0.54 2.10 2:31 AM 100 65 _ 20.3 20.2 20.6
11 17/11/2010 FC-JC 300 0.54 2.10 3:13 AM 97 60 _ 20.5 19.9 19.9
12 17/11/2010 FC-JC 300 0.54 2.10 3:58 AM 100 60 _ 20.2 19.8 22.0
13 17/11/2010 FC-JC 300 0.54 2.10 4:40 AM 99 65 _ 20.1 19.3 22.3
14 17/11/2010 FC-JC 300 0.54 2.10 5:05 AM 100 70 _ 19.8 19.2 22.0
15 17/11/2010 FC-JC 300 0.54 2.10 6:05 AM 100 70 _ 20.6 19.9 19.9
SHIFT: NIGHT CEMENT: 42.5N
1 17/11/2010 FC-JC 300 0.54 2.10 11:44 PM 96 70 85 20.1 19.9 20.1
SHIFT: DAY CEMENT: 42.5N
1 19/11/2010 FC-IB 330 0.54 2.30 5:07 PM 99 80 95 29.6 21.4 22.6
2 19/11/2010 FC-IB 330 0.54 2.30 5:35 PM 96 85 _ 28.3 21.6 22.4
DESTINATION:PH UNIT 4 LIFT 92
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
AGGREGATE TYPE:NS+BCA DESTINATION:G.SPILLWAY PRECAST BEAM FOR BRIDGE AT CREST
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 LIFT 64 WALL
AGGREGATE TYPE:NS+BCA
86
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 16/11/2010 FC-IB 330 0.54 2.10 9:26 AM 100 80 _ 24.4 21.6 22.4
2 16/11/2010 FC-IB 330 0.54 2.10 11:04 AM 100 80 _ 25.3 20.5 21.6
3 16/11/2010 FC-IB 330 0.54 2.10 12:24 PM 100 75 _ 27.6 21.4 21.4
SHIFT: NIGHT CEMENT: 42.5N
1 17/11/2010 FC-IB 330 0.54 2.10 8:05 PM 100 85 85 21.4 20.6 22.4
2 17/11/2010 FC-IB 330 0.54 2.10 8:46 PM 100 85 _ 21.0 20.3 22.3
3 17/11/2010 FC-IB 330 0.54 2.10 9:28 PM 100 80 _ 20.6 20.0 22.1
SHIFT: NIGHT CEMENT: 42.5N
1 18/11/2010 FC-IB 330 0.54 2.10 1:29 AM 912 80 _ 20.0 20.1 23.0
2 18/11/2010 FC-IB 330 0.54 2.10 2:06 AM 98 85 _ 19.8 19.7 23.1
3 18/11/2010 FC-IB 330 0.54 2.10 2:16 AM 912 85 _ 19.8 19.8 22.9
4 18/11/2010 FC-IB 330 0.54 2.10 3:06 AM 98 80 _ 19.4 19.6 22.0
5 18/11/2010 FC-IB 380 0.54 2.10 3:32 AM 98 80 _ 19.3 19.4 22.0
6 18/11/2010 FC-IB 330 0.54 2.10 4:16 AM 912 85 _ 19.0 19.4 21.9
7 18/11/2010 FC-IB 330 0.54 2.10 4:55 AM 98 80 _ 18.9 19.2 22.0
8 18/11/2010 FC-IB 330 0.54 2.10 5:39 AM 98 80 _ 18.7 19.2 22.1
SHIFT: DAY CEMENT: 42.5N
1 18/11/2010 FC-IB 330 0.54 2.10 7:09 AM 97 80 95 22.2 20.1 22.5
2 18/11/2010 FC-IB 330 0.54 2.10 8:07 AM 97 80 _ 23.2 20.2 22.1
3 18/11/2010 FC-IB 330 0.54 2.10 8:40 AM 97 80 _ 24.1 20.0 22.3
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
TEST ON FRESH CONCRETE
DESTINATION:SIPHON SPILLWAY BARRELS 7 & 8 2nd LEVEL
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
AGGREGATE TYPE:NS+BCA
Date casted Track no.Batch time
AGGREGATE TYPE:NS+BCA DESTINATION:S. SPILLWAY BARRELS 16 LIFT 5B, 5D - A TO 5D - E
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY PRECAST SLAB
AGGREGATE TYPE:NS+BCA DESTINATION:S. SPILLWAY BARRELS 16 LIFT 5B, 5D - A TO 5D - E
87
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 16/11/2010 FC-M6 380 0.42 3.80+2.7 7:53 AM 913 95 110 20.7 21.0 22.1
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 16/11/2010 FC-JC 300 0.54 2.10 7:28 AM 96 70 _ 18.9 19.5 21.2
2 16/11/2010 FC-JC 300 0.54 2.10 8:06 AM 98 75 _ 20.4 19.8 21.6
3 16/11/2010 FC-JC 300 0.54 2.10 8:39 AM 98 80 _ 20.6 20.0 _
4 16/11/2010 FC-JC 300 0.54 2.10 9:03 AM 99 80 95 23.4 20.6 22.0
5 16/11/2010 FC-JC 300 0.54 2.10 9:39 AM 96 80 _ 24.6 20.4 22.6
6 16/11/2010 FC-JC 300 0.54 2.10 9:47 AM 99 80 _ 26.1 21.3 22.1
7 16/11/2010 FC-JC 300 0.54 2.10 10:10 AM 96 75 _ 25.4 21.6 22.5
8 16/11/2010 FC-JC 300 0.54 2.10 10:18 AM 99 80 _ 25.3 22.3 22.7
9 16/11/2010 FC-JC 300 0.54 2.10 11:15 AM 99 80 90 24.6 22.0 22.2
10 16/11/2010 FC-JC 300 0.54 2.10 11:27 AM 96 80 _ 23.4 21.4 22.4
11 16/11/2010 FC-JC 300 0.54 2.10 11:50 AM 99 80 _ 25.6 21.2 22.2
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 17/11/2010 FC-M6 380 0.42 3.80+2.7 9:07 AM 101 80 95 23.1 21.0 21.6
2 17/11/2010 FC-M6 380 0.42 3.80+2.7 1:42 PM 914 95 _ 31.6 21.4 21.8
Conc. Temp. (°C)Track no.
SLUMP (mm) Fresh Unit weight
(gm/cm3)
Air Cont. (%)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 STOP LOG 2nd PHASE CONCRETE
Test No.
Date casted Mix Type.Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3Batch time
Air Temp. (°C)
Fresh Unit weight
(gm/cm3)
Air Cont. (%)
Air Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 5 LIFT 27
Test No.
Date casted Mix Type.Cement content
(Kg/m3)
Conc. Temp. (°C)ADMIXTURE
BV 40 Lt./m3 Batch time Track no.
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 STOP LOG 2nd PHASE CONCRETE
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
Track no.
SLUMP (mm)
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3 Mix Type.
W:C Ratio
Test No.
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
Batch time
88
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 15/11/2010 FC-IB 330 0.54 2.30 6:57 PM 99 80 _ 25.6 22.4 22.6
2 15/11/2010 FC-IB 330 0.54 2.30 7:57 PM 100 80 _ 23.8 22.2 22.3
3 15/11/2010 FC-IB 330 0.54 2.30 8:47 PM 912 85 _ 22.8 22.2 22.4
4 15/11/2010 FC-IB 330 0.54 2.30 8:55 PM 99 80 _ 23.0 22.0 22.2
5 15/11/2010 FC-IB 330 0.54 2.30 9:06 PM 100 80 _ 22.9 21.8 22.1
6 15/11/2010 FC-JC 300 0.54 2.10 9:18 PM 912 85 _ 22.7 21.6 22.1
7 15/11/2010 FC-IB 330 0.54 2.30 9:23 PM 99 80 _ 22.4 21.6 22.4
8 15/11/2010 FC-IB 330 0.54 2.30 9:35 PM 100 80 _ 22.3 21.5 22.4
9 15/11/2010 FC-JC 300 0.54 2.10 9:47 PM 912 85 _ 22.2 21.6 22.3
10 15/11/2010 FC-IB 330 0.54 2.30 10:29 PM 99 75 _ 22.0 21.4 22.1
11 15/11/2010 FC-IB 330 0.54 2.30 10:36 PM 100 75 _ 21.9 20.7 22.0
12 15/11/2010 FC-JC 300 0.54 2.10 11:15 PM 912 80 _ 21.7 20.5 21.3
13 15/11/2010 FC-IB 330 0.54 2.30 11:24 PM 101 80 _ 21.4 20.6 21.6
14 15/11/2010 FC-IB 330 0.54 3.30 11:35 PM 100 75 _ 20.8 20.4 21.8
15 16/11/2010 FC-IB 330 0.54 3.30 12:11 AM 100 85 _ 20.9 20.6 21.9
16 16/11/2010 FC-JC 300 0.54 2.10 12:19 AM 912 80 _ 20.6 20.2 22.1
17 16/11/2010 FC-IB 330 0.54 3.30 1:05 AM 96 80 _ 20.4 19.6 21.9
18 16/11/2010 FC-IB 330 0.54 3.30 1:13 AM 101 75 _ 20.0 19.5 22.0
19 16/11/2010 FC-JC 300 0.54 2.10 2:05 AM 912 85 _ 19.9 19.5 22.0
20 16/11/2010 FC-IB 330 0.54 3.30 2:35 AM 96 80 _ 19.8 19.4 22.1
TEST ON FRESH CONCRETE
DESTINATION:PH UNIT 5 LIFT 27
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
AGGREGATE TYPE:NS+BCA
Date castedAir Cont.
(%)Air Temp.
(°C)
Conc. Temp. (°C)
Track no.Batch time
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
89
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 15/11/2010 FC-M6 380 0.42 3.80+2.7 7:51 AM 913 90 110 20.5 19.5 19.8
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 15/11/2010 FC-JC 300 0.54 2.10 10:19 AM 912 65 70 24.6 21.6 24.9
SHIFT: DAY CEMENT: 42.5N
1 15/11/2010 FC-JC 300 0.54 2.10 2:53 PM 913 80 _ 32.9 21.2 22.2
2 15/11/2010 FC-JC 300 0.54 2.10 3:53 PM 913 80 _ 35.9 22.0 22.1
3 15/11/2010 FC-JC 300 0.54 2.10 4:14 PM 914 85 _ 36.5 22.3 22.3
4 15/11/2010 FC-JC 300 0.54 2.10 5:13 PM 914 75 _ 33.5 22.4 22.7
SHIFT: DAY CEMENT: 42.5N
1 16/11/2010 FC-IB 330 0.54 3.30 2:47 AM 101 80 _ 19.6 19.2 21.9
2 16/11/2010 FC-JC 300 0.54 2.10 3:21 AM 912 80 _ 19.8 19.2 21.8
3 16/11/2010 FC-IB 330 0.54 3.30 3:27 AM 96 75 _ 19.5 19.0 21.9
4 16/11/2010 FC-IB 330 0.54 3.30 3:41 AM 101 75 _ 19.7 19.0 22.0
5 16/11/2010 FC-JC 300 0.54 2.10 4:16 AM 912 80 _ 19.5 18.9 21.9
6 16/11/2010 FC-IB 330 0.54 3.30 4:44 AM 96 80 _ 19.2 18.4 21.7
7 16/11/2010 FC-IB 330 0.54 3.30 4:52 AM 101 80 _ 19.4 18.7 21.4
8 16/11/2010 FC-JC 300 0.54 2.10 5:26 AM 912 80 _ 19.0 18.8 22.0
9 16/11/2010 FC-IB 330 0.54 3.30 5:34 AM 96 75 _ 18.8 18.5 22.0
Air Temp. (°C)
Batch time Track no.Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 5 LIFT 27
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 5 LIFT 27
SLUMP (mm) Fresh Unit weight
(gm/cm3)
Air Cont. (%)
Track no.Batch time
AGGREGATE TYPE:NS+BCA DESTINATION:CARPENTRY W/SHOP COVER FOR CC 2
Test No.
Date casted Mix Type.Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3 Mix Type.
Test No.
AGGREGATE TYPE:NS+BCA
Date castedAir Cont.
(%)Air Temp.
(°C)
Conc. Temp. (°C)
TEST ON FRESH CONCRETE
DESTINATION:PH UNIT 1 LIFT 32 STEEL BEAM GANTRY
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
90
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 13/11/2010 FC-M6 380 0.42 3.80+2.7 3:21 PM 913 95 105 33.6 21.8 22.4
SHIFT: DAY CEMENT: 42.5N
1 13/11/2010 FC-M6 380 0.42 3.80+2.7 4:27 PM 914 90 105 28.4 22.0 22.2
2 13/11/2010 FC-M6 380 0.42 3.80+2.7 5:13 PM 100 95 _ 23.9 21.4 21.7
3 13/11/2010 FC-M6 380 0.42 3.80+2.7 5:24 PM 101 95 _ 22.6 21.3 21.6
SHIFT: NIGHT CEMENT: 42.5N
1 13/11/2010 FC-M6 380 0.42 3.80+2.7 6:55 PM 100 80 85 23.3 22.0 22.5
2 13/11/2010 FC-M6 380 0.42 3.80+2.7 7:08 PM 99 80 _ 22.2 21.1 22.4
3 13/11/2010 FC-M6 380 0.42 3.80+2.7 7:43 PM 100 80 _ 22.1 20.2 20.2
4 13/11/2010 FC-M6 380 0.42 3.80+2.7 7:56 PM 99 75 _ 22.0 20.1 20.2
5 13/11/2010 FC-M6 380 0.42 3.80+2.7 8:30 PM 100 80 _ 22.1 20.2 20.6
6 13/11/2010 FC-M6 380 0.42 3.80+2.7 9:51 PM 100 80 90 21.1 20.1 20.1
7 13/11/2010 FC-M6 380 0.42 3.80+2.7 10:05 PM 99 75 _ 21.0 20.0 20.7
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 13/11/2010 FC-JC 300 0.54 2.10 10:36 PM 100 80 _ 20.6 19.7 19.9
2 13/11/2010 FC-JC 300 0.54 2.10 11:15 PM 100 75 _ 20.4 19.4 19.7
3 13/11/2010 FC-JC 300 0.54 2.10 11:24 PM 99 75 80 19.9 19.4 19.7
Air Cont. (%)
Air Temp. (°C)
W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Batch time Track no.Date casted Mix Type.Cement content
(Kg/m3)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 4 LIFT P8B
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 4 LIFT P8B
Conc. Temp. (°C)SLUMP (mm) Fresh Unit weight
(gm/cm3)
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3 Mix Type.
Test No.
AGGREGATE TYPE:NS+BCA
Test No.
DESTINATION:PH UNIT 4 LIFT P8B
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 3 STOP LOG 2nd PHASE CONCRETE
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
91
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 13/11/2010 FC-IB 330 0.54 2.30 11:30 AM 912 80 _ 25.4 20.8 22.0
2 13/11/2010 FC-IB 330 0.54 2.30 11:42 AM 98 80 _ 25.7 21.4 22.1
3 13/11/2010 FC-IB 330 0.54 2.30 11:58 AM 96 80 _ 26.6 21.4 22.0
4 13/11/2010 FC-IB 330 0.54 2.30 12:37 PM 98 85 _ 28.0 21.8 22.0
5 13/11/2010 FC-IB 330 0.54 2.30 1:23 PM 98 85 _ 31.2 22.0 22.6
6 13/11/2010 FC-IB 330 0.54 2.30 2:26 PM 96 80 _ 32.4 22.2 22.4
7 13/11/2010 FC-IB 330 0.54 2.30 2:55 PM 99 80 _ 33.8 22.2 22.3
8 13/11/2010 FC-IB 330 0.54 2.30 3:47 PM 96 80 _ 34.6 22.4 22.5
9 13/11/2010 FC-IB 330 0.54 2.30 4:52 PM 99 85 _ 29.1 21.8 22.4
10 13/11/2010 FC-IB 330 0.54 2.30 5:10 PM 98 80 _ 23.4 21.8 22.4
SHIFT: DAY CEMENT: 42.5N
1 13/11/2010 FC-IB 330 0.54 3.30 6:35 PM 912 80 80 23.1 22.1 22.4
2 13/11/2010 FC-IB 330 0.54 3.30 6:56 PM 98 80 _ 23.2 21.0 22.8
3 13/11/2010 FC-IB 330 0.54 3.30 8:16 PM 912 75 _ 22.2 20.1 22.6
4 13/11/2010 FC-IB 330 0.54 3.30 8:56 PM 98 80 _ 22.3 20.0 22.3
5 13/11/2010 FC-IB 330 0.54 3.30 9:06 PM 912 80 _ 22.2 22.0 22.0
6 13/11/2010 FC-IB 330 0.54 3.30 9:51 PM 912 75 _ 21.2 20.0 22.2
7 13/11/2010 FC-IB 330 0.54 3.30 10:50 PM 96 80 _ 21.0 20.1 22.9
DESTINATION:SIPHON SPILLWAY RETAINING WALL 4DA, 4DB, 4DC, 4DD, 4DE
AGGREGATE TYPE:NS+BCADESTINATION:SIPHON SPILLWAY RETAINING WALL 4DA, 4DB, 4DC,
4DD
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
AGGREGATE TYPE:NS+BCA
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
TEST ON FRESH CONCRETE
92
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 12/11/2010 FC-R 250 0.70 1.80 1:46 PM 98 65 75 32.2 27.9 28.0
2 12/11/2010 FC-R 250 0.70 1.80 3:54 PM 97 70 _ 28.7 25.0 25.8
SHIFT: DAY CEMENT: 42.5N
1 13/11/2010 FC-R 250 0.70 1.80 7:44 AM 100 70 75 21.2 24.8 25.0
SHIFT: DAY CEMENT: 42.5N
1 14/11/2010 FC-JC 300 0.54 2.10 8:30 AM 97 75 80 20.7 20.1 22.4
SHIFT: DAY CEMENT: 42.5N
1 17/11/2010 FC-JC 300 0.54 2.10 3:55 PM 913 75 _ 24.8 21.4 _
SHIFT: DAY CEMENT: 42.5N
1 22/11/2010 FC-JC 300 0.54 2.10 1:51 PM 96 70 75 29.0 22.4 22.6
SHIFT: DAY CEMENT: 42.5N
1 25/11/2010 FC-JC 300 0.54 2.10 9:58 AM 100 70 _ 24.0 22.3 22.7
DESTINATION:CLIENT W/SHOP C - I - D, C - S - D, C - G - D, C - G - B
DESTINATION:CLIENT W/SHOP & STOERS BLINDING FLOOR AGGREGATE TYPE:NS+BCA
AGGREGATE TYPE:NS+BCA
AGGREGATE TYPE:NS+BCA
AGGREGATE TYPE:NS+BCA
DESTINATION:CLIENT W/SHOP & STOERS
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)Fresh Unit weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3) Mix Type.
Test No.
AGGREGATE TYPE:NS+BCADESTINATION:CLIENT W/SHOP & STORE C - 2 - B, C - 3 - B, C - 3 - B,
C - 4 - B, C - 6 - B, C - 1 - A COLUMN
AGGREGATE TYPE:NS+BCADESTINATION:CLIENT W/SHOP COLUMN C - 8 - D, C - 7 - D, C - 6 - D,
C - 5 - B, C - 10 - C, C - 10 - C, C - 10 - D, C - 10 - A
TEST ON FRESH CONCRETE
W:C Ratio
ADMIXTURE
BV 40 Lt./m3
DESTINATION:CLIENT W/SHOP & STOERS BLINDING FLOOR
Date casted
93
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 11/11/2010 FC-JC 300 0.54 2.10 7:19 AM 100 85 90 20.6 20.3 21.4
2 11/11/2010 FC-JC 300 0.54 2.10 8:00 AM 101 75 _ 21.9 20.0 21.7
3 11/11/2010 FC-JC 300 0.54 2.10 8:13 AM 100 70 _ 22.3 20.2 21.9
4 11/11/2010 FC-JC 300 0.54 2.10 9:20 AM 101 70 80 24.6 20.4 22.5
5 11/11/2010 FC-JC 300 0.54 2.10 10:08 AM 100 80 _ 26.2 20.6 22.1
6 11/11/2010 FC-JC 300 0.54 2.10 10:44 AM 101 75 _ 27.4 21.3 22.4
7 11/11/2010 FC-JC 300 0.54 2.10 11:28 AM 98 75 _ 29.1 21.3 22.3
8 11/11/2010 FC-JC 300 0.54 2.10 12:45 PM 98 80 _ 30.9 21.9 22.0
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 12/11/2010 FC-M6 380 0.42 3.80+2.7 7:55 AM 101 95 105 20.6 21.1 21.3
SHIFT: DAY CEMENT: 42.5N
1 12/11/2010 FC-M6 380 0.42 3.80+2.7 1:53 PM 96 95 100 32.8 22.3 22.7
SHIFT: DAY CEMENT: 42.5N
1 12/11/2010 FC-M6 380 0.42 3.80+2.7 3:01 PM 101 100 100 29.4 22.0 22.4
SHIFT: DAY CEMENT: 42.5N
1 13/11/2010 FC-M6 380 0.42 3.80+2.7 8:23 AM 101 95 100 22.4 20.2 20.4
2 13/11/2010 FC-M6 380 0.42 3.80+2.7 2:10 PM 97 90 _ 32.6 22.4 22.6
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 3 STOP LOG 2nd PHASE CONCRETE
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 4 LIFT 30B
Date casted
DESTINATION:PH UNIT 2 STOP LOG 2nd PHASE CONCRETE
SLUMP (mm)Test No.
Date casted Mix Type.Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3
Air Temp. (°C)
Fresh Unit weight
(gm/cm3)
Air Cont. (%)
Batch time Track no.
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 STOP LOG 2nd PHASE CONCRETE
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 1 STOP LOG 2nd PHASE CONCRETE
AGGREGATE TYPE:NS+BCA
94
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 9/11/2010 FC-M6 380 0.42 3.80+2.7 11:00 PM 97 80 80 22.2 21.2 21.5
2 9/11/2010 FC-M6 380 0.42 3.80+2.7 11:08 PM 98 75 _ 21.1 20.0 21.4
3 10/11/2010 FC-M6 380 0.42 3.80+2.7 12:02 AM 97 80 _ 2523 3.5 22.0 20.1 21.4
4 10/11/2010 FC-M6 380 0.42 3.80+2.7 12:26 AM 98 80 80 22.1 20.0 21.2
5 10/11/2010 FC-M6 380 0.42 3.80+2.7 1:02 AM 97 75 _ 20.2 20.1 21.0
6 10/11/2010 FC-M6 380 0.42 3.80+2.7 1:23 AM 98 80 _ 20.1 20.0 20.7
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 11/11/2010 FC-JC 300 0.54 2.10 3:15 AM 100 80 90 22.1 20.2 21.5
2 11/11/2010 FC-JC 300 0.54 2.10 3:26 AM 912 80 _ 22.0 20.1 21.3
3 11/11/2010 FC-JC 300 0.54 2.10 3:42 AM 101 75 _ 21.2 20.0 20.8
4 11/11/2010 FC-JC 300 0.54 2.10 3:56 AM 100 80 _ 20.0 20.2 20.3
5 11/11/2010 FC-JC 300 0.54 2.10 4:09 AM 98 75 _ 20.1 19.9 19.9
6 11/11/2010 FC-JC 300 0.54 2.10 4:18 AM 912 80 _ 20.1 19.9 20.2
7 11/11/2010 FC-JC 300 0.54 2.10 4:34 AM 100 75 _ 19.5 19.6 20.8
8 11/11/2010 FC-JC 300 0.54 2.10 5:31 AM 101 80 _ 19.0 19.4 19.7
SHIFT: DAY CEMENT: 42.5N
1 15/11/2010 FC-JC 300 0.54 2.10 9:44 AM 100 75 75 24.0 21.2 21.4
2 15/11/2010 FC-JC 300 0.54 2.10 11:09 AM 100 70 _ 26.6 21.4 21.6
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 1 LEVEL 109.50 TRANSFORMER WALL
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 LIFT P11
Date casted
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3 Mix Type.
Test No.
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 4 LIFT 30B
Test No.
Date casted Mix Type.Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Batch time Track no.Conc. Temp. (°C)SLUMP (mm) Fresh Unit
weight
(gm/cm3)
Air Cont. (%)
Air Temp. (°C)
95
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 8/11/2010 FC-IB 330 0.54 2.30 6:35 PM 912 75 80 24.5 21.8 22.2
2 8/11/2010 FC-IB 330 0.54 2.30 7:09 PM 97 75 _ 23.8 22.5 22.5
3 8/11/2010 FC-IB 330 0.54 2.30 7:52 PM 912 80 _ 22.9 22.2 22.6
4 8/11/2010 FC-IB 330 0.54 2.30 8:00 PM 97 80 _ 22.4 22.0 22.8
5 8/11/2010 FC-IB 330 0.54 2.30 8:17 PM 912 80 _ 22.6 21.9 22.3
6 8/11/2010 FC-IB 330 0.54 2.30 8:31 PM 97 80 _ 22.0 20.1 22.2
7 8/11/2010 FC-IB 330 0.54 2.30 8:46 PM 912 80 _ 21.3 21.2 22.7
8 8/11/2010 FC-IB 330 0.54 2.30 9:01 PM 97 80 80 21.0 21.3 22.9
9 8/11/2010 FC-IB 330 0.54 2.30 9:09 PM 912 80 _ 21.7 20.3 22.6
10 8/11/2010 FC-IB 330 0.54 2.30 10:10 PM 97 80 _ 2467 3.8 21.1 20.0 22.8
11 8/11/2010 FC-IB 330 0.54 2.30 10:48 PM 97 80 _ 20.7 20.1 22.6
12 8/11/2010 FC-IB 330 0.54 2.30 11:20 PM 97 80 _ 20.4 20.0 22.1
SHIFT: DAY CEMENT: 42.5N
1 12/11/2010 FC-IB 330 0.54 2.30 9:56 AM 97 80 80 23.6 20.9 21.6
2 12/11/2010 FC-IB 330 0.54 2.30 10:59 AM 97 85 _ 25.9 21.2 21.9
3 12/11/2010 FC-IB 330 0.54 2.30 11:43 AM 97 85 _ 29.3 22.0 22.6
SHIFT: DAY CEMENT: 42.5N
1 12/11/2010 FC-IB 330 0.54 2.30 12:58 PM 97 80 95 31.4 21.8 21.9
2 12/11/2010 FC-IB 330 0.54 2.30 1:53 PM 97 85 _ 32.8 22.1 22.4
DESTINATION:SIPHON SPILLWAY BARRELS 4B & 4C2
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARRELS 6 LIFT 8(III)
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARRELS 3 LIFT 8(V)
AGGREGATE TYPE:NS+BCA
96
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 8/11/2010 FC-IB 330 0.54 2.30 1:52 PM 96 80 80 30.6 21.7 21.8
2 8/11/2010 FC-IB 330 0.54 2.30 2:52 PM 96 85 _ 31.2 22.1 22.6
3 8/11/2010 FC-IB 330 0.54 2.30 3:49 PM 96 85 _ 2467 3.9 29.4 21.8 21.8
SHIFT: DAY CEMENT: 42.5N
1 8/11/2010 FC-IB 330 0.54 2.30 4:55 PM 96 85 90 29.3 22.2 22.4
2 8/11/2010 FC-IB 330 0.54 2.30 5:54 PM 96 80 _ 24.8 22.4 22.6
SHIFT: DAY CEMENT: 42.5N
1 8/11/2010 FC-IB 330 0.54 2.30 5:18 PM 912 80 80 28.9 22.3 22.8
2 8/11/2010 FC-IB 330 0.54 2.30 6:25 PM 913 80 _ 25.4 22.2 22.6
SHIFT: DAY CEMENT: 42.5N
1 10/11/2010 FC-IB 330 0.54 2.30 11:33 AM 96 85 _ 2466 3.7 25.4 21.6 22.4
SHIFT: DAY CEMENT: 42.5N
1 10/11/2010 FC-IB 330 0.54 2.30 12:44 PM 96 80 80 27.4 22.0 22.6
2 10/11/2010 FC-IB 330 0.54 2.30 1:48 PM 96 80 _ 2465 3.6 29.1 22.0 22.5
SHIFT: NIGHT CEMENT: 42.5N
1 11/11/2010 FC-IB 330 0.54 2.30 1:47 AM 914 75 75 20.6 20.2 20.7
2 11/11/2010 FC-IB 330 0.54 2.30 2:51 AM 914 75 _ 19.5 20.0 20.6
SHIFT: DAY CEMENT: 42.5N
1 17/11/2010 FC-IB 330 0.54 2.30 3:43 PM 100 80 _ 28.0 22.9 _
2 17/11/2010 FC-IB 330 0.54 2.30 5:55 PM 100 85 _ 24.0 22.7 _
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARRELS 3 LIFT 8(III)
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARRELS 4B & 4C2
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
DESTINATION:SIPHON SPILLWAY BARRELS 6 LIFT 8(II)
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARRELS 14 LIFT 8(I)
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARRELS 3 LIFT 8(III)
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARREL 2 LIFT 9B
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARREL 1 LIFT 9B
97
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 7/11/2010 FC-JC 300 0.54 2.10 6:03 PM 99 70 70 22.3 22.2 22.9
2 7/11/2010 FC-JC 300 0.54 2.10 7:08 PM 98 80 _ 23.1 22.1 22.6
3 7/11/2010 FC-JC 300 0.54 2.10 7:29 PM 99 80 _ 22.2 22.2 22.3
4 7/11/2010 FC-JC 300 0.54 2.10 9:09 PM 98 80 _ 21.6 21.0 22.1
5 7/11/2010 FC-JC 300 0.54 2.10 9:22 PM 99 80 _ 22.3 21.1 22.0
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 8/11/2010 FC-M6 380 0.42 3.80+2.7 8:09 AM 101 90 95 21.6 22.4 22.6
SHIFT: NIGHT CEMENT: 42.5N
1 9/11/2010 FC-M6 380 0.42 3.80+2.7 7:58 PM 912 80 80 22.4 22.0 22.6
2 9/11/2010 FC-M6 380 0.42 3.80+2.7 9:06 PM 912 80 _ 22.2 21.3 22.3
3 9/11/2010 FC-M6 380 0.42 3.80+2.7 10:12 PM 912 75 _ 22.1 21.0 22.5
4 9/11/2010 FC-M6 380 0.42 3.80+2.7 10:39 PM 912 80 _ 21.7 20.0 22.9
5 9/11/2010 FC-M6 380 0.42 3.80+2.7 11:15 PM 912 80 _ 21.0 20.2 22.1
SHIFT: DAY CEMENT: 42.5N
1 11/11/2010 FC-M6 380 0.42 3.80+2.7 7:49 AM 97 95 120 21.2 22.0 22.6
SHIFT: DAY CEMENT: 42.5N
1 11/11/2010 FC-JC 300 0.54 2.10 9:47 AM 97 65 _ 24.8 22.5 23.8
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 1 STOP LOG 2nd PHASE CONCRETE
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 5 LIFT 23
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
Test No.
Date casted Mix Type.Cement content
(Kg/m3)Air Temp.
(°C)
AGGREGATE TYPE:NS+BCA DESTINATION:CARPENTRY W/SHOP COVER FOR CC 2
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 3 LIFT 30A LEFT WALL CANTILEVER 3rd STAGE
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 STOP LOG 2nd PHASE CONCRETE
SLUMP (mm) Fresh Unit weight
(gm/cm3)
Air Cont. (%)
W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3Batch time Track no.
98
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 7/11/2010 FC-JC 300 0.54 2.10 6:36 AM 913 75 _ 23.8 21.7 22.3
2 7/11/2010 FC-JC 300 0.54 2.10 7:12 AM 96 70 80 22.7 21.5 22.4
3 7/11/2010 FC-JC 300 0.54 2.10 8:17 AM 98 70 _ 22.9 21.8 22.5
4 7/11/2010 FC-JC 300 0.54 2.10 8:37 AM 96 75 _ 24.8 22.3 22.3
5 7/11/2010 FC-JC 300 0.54 2.10 9:20 AM 98 80 85 25.6 21.4 22.2
6 7/11/2010 FC-JC 300 0.54 2.10 10:00 AM 97 75 _ 25.7 21.6 22.3
7 7/11/2010 FC-JC 300 0.54 2.10 10:13 AM 98 75 _ 27.4 21.8 22.6
8 7/11/2010 FC-JC 300 0.54 2.10 10:42 AM 97 70 _ 27.0 22.4 22.4
9 7/11/2010 FC-JC 300 0.54 2.10 10:51 AM 98 70 _ 28.9 21.7 22.3
10 7/11/2010 FC-JC 300 0.54 2.10 12:00 PM 97 75 _ 29.7 21.7 22.5
11 7/11/2010 FC-JC 300 0.54 2.10 12:11 PM 98 75 80 29.5 21.5 22.4
12 7/11/2010 FC-JC 300 0.54 2.10 12:32 PM 97 75 _ 30.4 22.0 22.6
SHIFT: DAY CEMENT: 42.5N
1 7/11/2010 FC-JC 300 0.54 2.10 1:29 PM 98 85 90 30.8 21.7 22.4
2 7/11/2010 FC-JC 300 0.54 2.10 1:52 PM 99 80 _ 31.9 21.8 22.6
3 7/11/2010 FC-JC 300 0.54 2.10 2:41 PM 99 70 _ 30.8 21.9 22.6
4 7/11/2010 FC-JC 300 0.54 2.10 3:17 PM 100 75 _ 31.2 21.4 22.2
5 7/11/2010 FC-JC 300 0.54 2.10 4:01 PM 99 75 _ 30.6 22.0 22.0
6 7/11/2010 FC-JC 300 0.54 2.10 4:51 PM 99 75 _ 29.5 21.7 22.4
7 7/11/2010 FC-JC 300 0.54 2.10 5:09 PM 98 75 _ 29.8 21.8 22.6
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 5 LIFT 23
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 5 LIFT 23
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
99
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 7/11/2010 FC-JC 300 0.54 2.10 10:31 AM 100 75 75 27.4 21.0 21.2
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 7/11/2010 FC-M6 380 0.42 3.80+2.7 10:28 PM 96 75 _ 23.1 20.0 20.9
2 7/11/2010 FC-M6 380 0.42 3.80+2.7 11:38 PM 100 80 _ 22.2 20.2 20.7
3 7/11/2010 FC-M6 380 0.42 3.80+2.7 12:24 AM 100 80 _ 22.0 20.0 20.4
4 7/11/2010 FC-M6 380 0.42 3.80+2.7 1:01 AM 100 80 _ 22.0 20.1 20.4
5 7/11/2010 FC-M6 380 0.42 3.80+2.7 1:31 AM 100 80 _ 21.0 20.0 20.0
6 7/11/2010 FC-M6 380 0.42 3.80+2.7 2:11 AM 100 80 _ 21.3 20.1 20.1
7 7/11/2010 FC-M6 380 0.42 3.80+2.7 3:11 AM 100 80 _ 21.6 19.0 19.9
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 11/11/2010 FC-JC 300 0.54 2.10 8:17 PM 99 80 95 20.7 19.9 22.2
2 11/11/2010 FC-JC 300 0.54 2.10 9:07 PM 99 80 _ 20.5 19.7 22.6
3 11/11/2010 FC-JC 300 0.54 2.10 10:04 PM 99 75 _ 20.8 19.5 22.4
SHIFT: DAY CEMENT: 42.5N
1 20/11/2010 FC-M6 380 0.42 3.80+2.7 7:51 AM 100 95 105 20.5 21.2 21.8
AGGREGATE TYPE:NS+BCA
Cement content
(Kg/m3)
Date casted Track no.Batch time
AGGREGATE TYPE:NS+BCA
Test No.
Date casted
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
DESTINATION:PH UNIT 5 LIFT 64 WALLBETWEEN AXIS 4 & 5
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
DESTINATION:PH UNIT 3 CANTILEVER LIFT 29A & 30A AXIS 13C
W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Batch time Track no.SLUMP (mm) Fresh Unit
weight
(gm/cm3)
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)Test No.
Date casted Mix Type.Cement content
(Kg/m3)
Fresh Unit weight
(gm/cm3) Mix Type.
W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3
AGGREGATE TYPE:NS+BCADESTINATION:PH UNIT 1 GANTRY CRANE SITE "A" STEEL BEAM 2nd
PHASE
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 LIFT P14 C & WALL
Batch time Track no.SLUMP (mm)
100
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 6/11/1900 FC-M6 380 0.42 3.80+2.7 7:29 AM 97 95 _ 20.0 20.5 _
SHIFT: DAY CEMENT: 42.5N
1 6/11/1900 FC-M6 380 0.42 3.80+2.7 7:24 AM 97 95 105 20.5 20.8 21.0
SHIFT: DAY CEMENT: 42.5N
1 7/11/1900 FC-M6 380 0.42 3.80+2.7 9:37 AM 99 95 _ 23.8 22.2 _
SHIFT: DAY CEMENT: 42.5N
1 7/11/2010 FC-M6 380 0.42 3.80+2.7 1:40 PM 100 105 110 31.2 22.7 22.8
SHIFT: DAY CEMENT: 42.5N
1 11/11/2010 FC-M6 380 0.42 3.80+2.7 10:08 AM 96 90 _ 26.0 21.2 _
SHIFT: DAY CEMENT: 42.5N
1 11/11/2010 FC-M6 380 0.42 3.80+2.7 2:07 PM 96 105 _ 32.6 21.5 21.9
SHIFT: DAY CEMENT: 42.5N
1 12/11/2010 FC-M6 380 0.42 3.80+2.7 1:45 PM 99 95 95 32.9 22.2 22.7
2 12/11/2010 FC-M6 380 0.42 3.80+2.7 4:27 PM 99 100 105 27.2 22.0 22.8
SHIFT: DAY CEMENT: 42.5N
1 14/11/2010 FC-M6 380 0.42 3.80+2.7 7:43 AM 99 95 105 20.1 19.6 19.8
SHIFT: DAY CEMENT: 42.5N
1 15/11/2010 FC-M6 380 0.42 3.80+2.7 3:41 PM 101 95 110 32.8 21.4 22.2
SHIFT: DAY CEMENT: 42.5N
1 21/11/2010 FC-M6 380 0.42 3.80+2.7 1:14 PM 913 95 100 32.5 21.9 22.0
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3 Mix Type.
Test No.
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:GATED SPILLWAY RADIAL GATE 1 2nd PHASE CAST
AGGREGATE TYPE:NS+BCA DESTINATION:GATED SPILLWAY RADIAL GATE 1 2nd PHASE CAST
Date casted
AGGREGATE TYPE:NS+BCA DESTINATION:GATED SPILLWAY SWC/SWB STOP LOG
AGGREGATE TYPE:NS+BCA DESTINATION:G. SPILLWAY RADIAL GATE 1 2nd PHASE CAST
AGGREGATE TYPE:NS+BCA DESTINATION:G. SPILLWAY RADIAL GATE 1 2nd PHASE CAST
AGGREGATE TYPE:NS+BCA DESTINATION:G. SPILLWAY RADIAL GATE 2 2nd PHASE CAST
AGGREGATE TYPE:NS+BCA DESTINATION:G. SPILLWAY RADIAL GATE 1 2nd PHASE CAST
AGGREGATE TYPE:NS+BCA DESTINATION:G. SPILLWAY RADIAL GATE 1 2nd PHASE CAST
AGGREGATE TYPE:NS+BCA DESTINATION:G. SPILLWAY RADIAL GATE 2nd PHASE CAST
AGGREGATE TYPE:NS+BCA DESTINATION:G. SPILLWAY RADIAL GATE 1 2nd PHASE CAST
101
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 6/11/2010 FC-JC 300 0.54 2.10 2:35 PM 92 70 75 30.4 21.6 22.9
SHIFT: DAY CEMENT: 42.5N
1 7/11/2010 FC-JC 300 0.54 2.10 9:50 AM 96 70 75 24.0 22.1 22.6
SHIFT: DAY CEMENT: 42.5N
1 8/11/2010 FC-R 250 0.70 1.80 11:28 AM 99 65 75 25.6 23.8 24.0
SHIFT: DAY CEMENT: 42.5N
1 8/11/2010 FC-R 250 0.70 1.80 2:38 PM 912 70 75 32.4 24.2 24.4
2 8/11/2010 FC-R 250 0.70 1.80 4:07 PM 912 75 _ 31.2 23.8 23.9
3 8/11/2010 FC-R 250 0.70 1.80 4:45 PM 912 70 _ 30.6 23.4 23.6
SHIFT: DAY CEMENT: 42.5N
1 9/11/2010 FC-JC 300 0.54 2.10 7:49 AM 99 70 75 21.0 21.2 22.4
SHIFT: DAY CEMENT: 42.5N
1 9/11/2010 FC-JC 300 0.54 2.10 4:49 PM 99 80 85 31.7 22.6 22.8
SHIFT: DAY CEMENT: 42.5N
1 10/11/2010 FC-JC 300 0.54 2.10 9:11 AM 97 70 70 23.8 20.9 24.3
SHIFT: DAY CEMENT: 42.5N
1 10/11/2010 FC-R 250 0.70 1.80 1:33 PM 101 65 75 28.9 26.2 26.8
AGGREGATE TYPE:NS+BCA DESTINATION:CLIENT W/SHOP BEAMS BLINDING
AGGREGATE TYPE:NS+BCA DESTINATION:CLIENT W/SHOP BLINDING FLOOR
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
DESTINATION:CLIENT W/SHOP & STORES B - A - 3/B - B - 2 - 3 FOUNDATION BEAM
AGGREGATE TYPE:NS+BCADESTINATION:CLIENT W/SHOP & STORES B - D - 2 - 1/B - D - 1 - 1/B -
10 - 1 - 3/B - C - 1*1/B - B - 1*1/B - 9 - 1*2
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
AGGREGATE TYPE:NS+BCA DESTINATION:CLIENT W/SHOP & STOERS BLINDING FLOOR
AGGREGATE TYPE:NS+BCA DESTINATION:CLIENT W/SHOP & STORES B - B - 2 - 5/B - A - 1 - 6
AGGREGATE TYPE:NS+BCADESTINATION:CLIENT W/SHOP & STORES B - 2 - 2/B - 3 - 2/B - 5 - 2
FOUNDATION BEAM
AGGREGATE TYPE:NS+BCA DESTINATION:CARPENTRY W/SHOP COVER FOR CC 3
102
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 6/11/1900 FC-M6 380 0.42 3.80+2.7 10:04 AM 99 105 _ 25.6 22.0 _
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 6/11/2010 FC-JC 300 0.54 2.10 9:53 PM 99 80 _ 23.6 22.1 22.2
2 6/11/2010 FC-JC 300 0.54 2.10 10:59 PM 101 75 _ 22.4 21.2 22.0
3 6/11/2010 FC-JC 300 0.54 2.10 11:20 PM 99 80 _ 22.2 20.2 22.0
4 7/11/2010 FC-JC 300 0.54 2.10 12:02 AM 101 80 _ 20.1 20.1 21.9
5 7/11/2010 FC-JC 300 0.54 2.10 12:25 AM 99 80 _ 21.0 21.0 21.5
6 7/11/2010 FC-JC 300 0.54 2.10 1:12 AM 99 80 _ 2484 2.2 21.1 20.0 21.5
7 7/11/2010 FC-JC 300 0.42 2.10 2:06 AM 101 80 _ 22.0 20.1 20.6
SHIFT: DAY CEMENT: 42.5N
1 6/11/2010 FC-M6 380 0.42 3.80+2.7 10:04 AM 99 95 110 27.4 21.8 22.6
SHIFT: DAY CEMENT: 42.5N
1 7/11/2010 FC-M6 380 0.42 3.80+2.7 7:41 AM 100 105 _ 22.8 22.6 _
SHIFT: DAY CEMENT: 42.5N
1 7/11/2010 FC-M6 380 0.42 3.80+2.7 9:14 AM 912 100 105 23.5 22.4 22.6
SHIFT: DAY CEMENT: 42.5N
1 11/11/2010 FC-M6 380 0.42 3.80+2.7 1:16 PM 99 95 115 31.2 21.4 22.4
Air Cont. (%)
Air Temp. (°C)Test
No.
Date casted Mix Type.Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3
SLUMP (mm)
Track no.Batch time
TEST ON FRESH CONCRETE
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 LIFT P14
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3 Mix Type.
Test No.
AGGREGATE TYPE:NS+BCA
AGGREGATE TYPE:NS+BCA
DESTINATION:PH UNIT 3 STOP LOG 2nd PHASE CONCRETE
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
DESTINATION:PH UNIT 3 STOP LOG 2nd PHASE CONCRETE
SLUMP (mm) Fresh Unit weight
(gm/cm3)
Fresh Unit weight
(gm/cm3)Date casted
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 STOP LOG 2nd PHASE CONCRETE
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 3 STOP LOG 2nd PHASE CONCRETE
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 3 STOP LOG 2nd PHASE CONCRETE
Batch time Track no.
103
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 4/11/2010 FC-M6 380 0.42 3.80+2.7 7:15 PM 914 80 _ 23.4 20.1 22.2
2 4/11/2010 FC-M6 380 0.42 3.80+2.7 8:01 PM 96 80 _ 22.6 22.0 22.8
3 4/11/2010 FC-M6 380 0.42 3.80+2.7 8:20 PM 914 75 _ 21.3 21.1 22.5
4 4/11/2010 FC-JC 300 0.54 2.10 8:42 PM 96 80 _ 20.2 21.0 22.9
5 4/11/2010 FC-JC 300 0.54 2.10 9:01 PM 914 80 _ 21.2 20.0 22.3
6 4/11/2010 FC-JC 300 0.54 2.10 10:13 PM 914 80 90 20.0 20.1 22.1
7 4/11/2010 FC-JC 300 0.54 2.10 10:29 PM 96 80 _ 20.1 21.0 22.5
8 4/11/2010 FC-JC 300 0.54 2.10 11:11 PM 914 80 _ 21.2 20.0 2.3
9 4/11/2010 FC-JC 300 0.54 2.10 11:20 PM 96 75 _ 20.2 21.0 22.9
10 4/11/2010 FC-JC 300 0.54 2.10 11:42 PM 914 80 _ 20.1 20.1 21.3
11 5/11/2010 FC-JC 300 0.54 2.10 12:20 AM 96 75 _ 20.1 19.9 22.8
12 5/11/2010 FC-JC 300 0.54 2.10 12:42 AM 914 80 _ 2479 2.2 19.7 19.8 22.9
13 5/11/2010 FC-JC 300 0.54 2.10 1:12 AM 96 70 75 19.8 19.9 22.4
14 5/11/2010 FC-JC 300 0.54 2.10 2:34 AM 914 75 _ 18.7 19.6 20.9
15 5/11/2010 FC-JC 300 0.54 2.10 2:48 AM 100 80 _ 19.6 19.6 20.7
16 5/11/2010 FC-JC 300 0.54 2.10 3:15 AM 914 80 _ 18.7 19.5 20.3
17 5/11/2010 FC-IB 300 0.54 2.10 3:34 AM 100 80 _ 18.8 18.8 18.8
18 5/11/2010 FC-IB 300 0.54 2.10 4:13 AM 100 75 _ 18.7 19.2 19.2
19 5/11/2010 FC-M6 380 0.42 3.80+2.7 6:16 AM 100 80 _ 2540 3.4 20.0 19.8 _
TEST ON FRESH CONCRETE
DESTINATION:PH UNIT 3 LIFT P10
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
AGGREGATE TYPE:NS+BCA
Date castedAir Cont.
(%)Air Temp.
(°C)
Conc. Temp. (°C)
Track no.Batch time
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3 Mix Type.
Test No.
104
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 4/11/2010 FC-M6 380 0.42 3.80+2.7 8:42 PM 96 100 _ 20.5 19.4 19.4
2 4/11/2010 FC-M6 380 0.42 3.80+2.7 9:07 PM 914 95 100 20.4 19.0 19.7
3 4/11/2010 FC-M6 380 0.42 3.80+2.7 9:38 PM 96 95 _ 20.0 18.9 19.5
4 4/11/2010 FC-JC 300 0.54 2.10 10:13 PM 914 75 _ 20.4 18.4 18.7
5 4/11/2010 FC-JC 300 0.54 2.10 11:20 PM 96 70 _ 19.6 19.0 19.4
6 4/11/2010 FC-JC 300 0.54 2.10 11:42 PM 914 70 _ 2483 2.2 19.6 19.7 19.7
7 5/11/2010 FC-JC 300 0.54 2.10 1:12 AM 96 75 80 19.7 19.5 19.5
8 5/11/2010 FC-JC 300 0.54 2.10 2:34 AM 914 75 _ 19.8 19.0 19.5
9 5/11/2010 FC-JC 300 0.54 2.10 3:15 AM 914 70 _ 19.5 19.0 19.6
10 5/11/2010 FC-JC 300 0.54 2.10 3:48 AM 914 70 _ 19.5 19.3 19.3
11 5/11/2010 FC-JC 300 0.54 2.10 4:34 AM 914 70 75 18.4 19.2 19.9
12 5/11/2010 FC-JC 300 0.54 2.10 4:50 AM 100 75 _ 18.7 19.2 19.8
13 5/11/2010 FC-JC 300 0.54 2.10 5:13 AM 914 70 _ 19.5 19.4 19.9
14 5/11/2010 FC-JC 300 0.54 2.10 5:51 AM 914 75 _ 19.4 19.9 20.5
15 5/11/2010 FC-M6 380 0.42 3.80+2.7 6:16 AM 100 90 105 18.7 19.5 20.8
16 5/11/2010 FC-IB 330 0.54 3.30 6:55 AM 914 70 _ 19.4 19.8 20.7
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 4/11/2010 FC-M6 380 0.42 3.80+2.7 1:46 PM 97 95 _ 29.3 22.3 22.3
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/BV
40 Lt./m3 Mix Type.
Test No.
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 1 STOP LOG 2nd PHASE CONCRETE
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 3 LIFT P10
Date casted
Test No.
Date casted Mix Type.Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3Batch time Track no.
Conc. Temp. (°C)SLUMP (mm) Fresh Unit weight
(gm/cm3)
Air Cont. (%)
Air Temp. (°C)
105
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 4/11/2010 FC-M6 380 0.42 3.80+2.7 5:05 PM 914 90 _ 23.6 21.8 22.9
2 4/11/2010 FC-M6 380 0.42 3.80+2.7 5:16 PM 96 90 _ 23.6 21.8 22.9
3 4/11/2010 FC-M6 380 0.42 3.80+2.7 5:56 PM 914 100 _ 22.8 21.6 22.7
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 5/11/2010 FC-JC 300 0.54 2.10 7:38 AM 100 80 _ 21.8 19.6 21.9
2 5/11/2010 FC-JC 300 0.54 2.10 8:13 AM 914 80 _ 22.3 19.8 22.1
3 5/11/2010 FC-JC 300 0.54 2.10 9:19 AM 99 75 _ 22.6 20.3 22.3
4 5/11/2010 FC-JC 300 0.54 2.10 10:07 AM 99 75 _ 23.7 20.9 22.9
5 5/11/2010 FC-JC 300 0.54 2.10 10:34 AM 100 70 _ 25.0 21.1 22.7
SHIFT: DAY CEMENT: 42.5N
1 5/11/2010 FC-M6 380 0.42 3.80+2.7 1:47 PM 98 90 95 31.5 21.4 21.6
SHIFT: DAY CEMENT: 42.5N
1 5/11/2010 FC-M6 380 0.42 3.80+2.7 2:01 PM 912 95 _ 30.4 21.5 22.4
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 5/11/2010 FC-JC 300 0.54 2.10 9:02 PM 101 80 95 23.0 22.2 22.3
Conc. Temp. (°C)SLUMP (mm) Fresh Unit weight
(gm/cm3)
Air Cont. (%)
Air Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 LIFT 64 AXIS 13 - 14 TO EL:11143.0
Test No.
Date casted Mix Type.Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Batch time Track no.
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 1 STOP LOG 2nd PHASE CONCRETE
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 STOP LOG 2nd PHASE CONCRETE
Fresh Unit weight
(gm/cm3)
Air Cont. (%)
Air Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 3 LIFT P10
Test No.
Date casted Mix Type.Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Batch time Track no.
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
SLUMP (mm)
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3 Mix Type.
Test No.
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 3 LIFT P10
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
106
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 4/11/2010 FC-R 250 0.70 1.80 7:51 PM 99 80 _ 23.1 22.1 22.9
2 4/11/2010 FC-R 250 0.70 1.80 8:02 PM 912 80 _ 22.2 21.6 23.4
3 4/11/2010 FC-R 250 0.70 1.80 8:11 PM 913 75 _ 22.1 22.0 23.4
4 4/11/2010 FC-R 250 0.70 1.80 8:21 PM 99 80 _ 20.7 21.0 23.0
5 4/11/2010 FC-R 250 0.70 1.80 8:47 PM 912 80 _ 21.6 20.0 22.8
6 4/11/2010 FC-R 250 0.70 1.80 8:55 PM 99 80 _ 20.2 20.1 22.7
7 4/11/2010 FC-R 250 0.70 1.80 9:08 PM 912 80 _ 20.6 21.4 22.9
8 4/11/2010 FC-R 250 0.70 1.80 9:20 PM 913 85 _ 21.4 20.8 22.8
9 4/11/2010 FC-R 250 0.70 1.80 10:04 PM 99 85 _ 19.8 21.6 22.8
10 4/11/2010 FC-R 250 0.70 1.80 10:15 PM 912 80 _ 19.7 21.5 22.7
11 4/11/2010 FC-R 250 0.70 1.80 10:26 PM 913 80 _ 19.5 21.3 22.7
12 4/11/2010 FC-R 250 0.70 1.80 10:37 PM 99 85 _ 19.6 20.9 22.5
SHIFT: DAY CEMENT: 42.5N
1 6/11/2010 FC-IB 330 0.54 3.30 2:14 PM 98 80 85 30.9 20.6 21.4
2 6/11/2010 FC-IB 330 0.54 3.30 3:03 PM 98 85 _ 31.4 20.4 21.6
3 6/11/2010 FC-IB 330 0.54 3.30 3:46 PM 98 80 _ 29.9 21.0 21.8
4 6/11/2010 FC-IB 330 0.54 3.30 4:26 PM 98 80 _ 32.5 21.5 22.0
SHIFT: DAY CEMENT: 42.5N
1 10/11/2010 FC-IB 330 0.54 3.30 2:52 PM 96 80 85 30.4 22.3 22.4
2 10/11/2010 FC-IB 330 0.54 3.30 3:44 PM 96 80 _ 31.6 22.4 22.8
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3) Mix Type.
Test No.
AGGREGATE TYPE:NS+BCA
AGGREGATE TYPE:NS+BCA
TEST ON FRESH CONCRETE
W:C Ratio
ADMIXTURE
BV 40 Lt./m3
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
DESTINATION:SIPHON SPILLWAY BARRELS 6 LIFT 8(II)
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARRELS 4 & 5 LIFT 8(III)
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
DESTINATION:SIPHON SPILLWAY RIGHT CURVED RETAINING WALL BLINDING
Date casted
107
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 4/11/2010 FC-R 250 0.70 1.80 10:43 AM 912 80 _ 30.5 21.3 22.0
2 4/11/2010 FC-R 250 0.70 1.80 11:31 AM 912 80 80 30.6 21.7 22.3
3 4/11/2010 FC-R 250 0.70 1.80 12:17 PM 912 85 _ 31.4 20.9 22.5
4 4/11/2010 FC-R 250 0.70 1.80 1:08 PM 912 80 _ 31.7 20.8 21.9
5 4/11/2010 FC-R 250 0.70 1.80 3:09 PM 912 85 _ 30.8 21.6 21.8
6 4/11/2010 FC-R 250 0.70 1.80 4:05 PM 99 80 _ 29.5 21.4 22.4
7 4/11/2010 FC-R 250 0.70 1.80 4:17 PM 912 80 _ 29.8 21.7 22.3
8 4/11/2010 FC-R 250 0.70 1.80 4:40 PM 912 80 _ 28.7 20.7 22.2
9 4/11/2010 FC-R 250 0.70 1.80 5:24 PM 99 80 85 2480 3.8 29.6 21.8 22.5
10 4/11/2010 FC-R 250 0.70 1.80 5:54 PM 912 85 _ 27.5 21.5 22.4
11 4/11/2010 FC-R 250 0.70 1.80 6:16 PM 99 85 _ 27.8 21.3 22.5
SHIFT: DAY CEMENT: 42.5N
1 6/11/2010 FC-IB 330 0.54 3.30 2:14 PM 98 80 _ 35.5 21.2 _
2 6/11/2010 FC-IB 330 0.54 3.30 3:03 PM 98 85 _ 32.0 21.4 _
3 6/11/2010 FC-IB 330 0.54 3.30 3:46 PM 98 80 _ 2467 3.6 33.3 21.6 _
4 6/11/2010 FC-IB 330 0.54 3.30 4:26 PM 98 80 _ 33.9 22.6 _
SHIFT: DAY CEMENT: 42.5N
1 6/11/2010 FC-IB 330 0.54 3.30 10:19 AM 98 80 85 26.9 21.2 21.8
2 6/11/2010 FC-IB 330 0.54 3.30 11:21 AM 98 80 _ 29.5 21.6 22.4
3 6/11/2010 FC-IB 330 0.54 3.30 12:05 PM 98 85 _ 32.0 21.8 22.6
AGGREGATE TYPE:NS+BCADESTINATION:SIPHON SPILLWAY RIGHT CURVED RETAINING WALL
BLINDING
Date castedAir Cont.
(%)Air Temp.
(°C)
Conc. Temp. (°C)
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARRELS 9 LIFT 8
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARRELS 4 & 5 LIFT 8(III)
108
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 4/11/2010 FC-JC 300 0.54 2.10 1:40 AM 913 80 80 20.0 19.8 22.5
2 4/11/2010 FC-JC 300 0.54 2.10 2:20 AM 101 80 _ 19.7 19.9 21.8
3 4/11/2010 FC-JC 300 0.54 2.10 2:32 AM 97 80 _ 19.8 19.8 _
4 4/11/2010 FC-JC 300 0.54 2.10 4:33 AM 101 75 _ 19.7 20.0 20.4
5 4/11/2010 FC-JC 300 0.54 2.10 4:44 AM 97 80 _ 19.8 19.9 20.9
6 4/11/2010 FC-JC 300 0.54 2.10 5:10 AM 101 80 _ 19.6 19.3 19.9
7 4/11/2010 FC-JC 300 0.54 2.10 5:33 AM 97 75 75 19.7 19.6 19.9
8 4/11/2010 FC-JC 300 0.54 2.10 6:00 AM 913 80 _ 19.8 19.3 19.8
9 4/11/2010 FC-JC 300 0.54 2.10 6:12 AM 101 80 _ 18.8 19.4 19.6
10 4/11/2010 FC-JC 300 0.54 2.10 6:25 AM 97 75 _ 18.6 18.8 19.9
SHIFT: DAY CEMENT: 42.5N
1 4/11/2010 FC-JC 300 0.54 2.10 7:57 AM 97 80 _ 22.0 21.0 21.6
2 4/11/2010 FC-JC 300 0.54 2.10 8:28 AM 101 75 _ 23.6 21.8 22.0
3 4/11/2010 FC-JC 300 0.54 2.10 8:45 AM 97 75 _ 24.0 22.0 22.2
4 4/11/2010 FC-JC 300 0.54 2.10 9:09 AM 101 70 _ 24.9 22.1 22.3
5 4/11/2010 FC-JC 300 0.54 2.10 9:23 AM 97 75 _ 2482 2.0 25.2 22.1 22.4
6 4/11/2010 FC-JC 300 0.54 2.10 10:15 AM 101 75 95 26.9 22.0 22.1
7 4/11/2010 FC-JC 300 0.54 2.10 11:03 AM 97 70 _ 27.3 22.4 22.4
8 4/11/2010 FC-JC 300 0.54 2.10 11:12 AM 101 70 _ 27.8 22.2 22.2
9 4/11/2010 FC-JC 300 0.54 2.10 11:41 AM 97 75 _ 27.5 21.7 22.4
DESTINATION:GRAVITY DAM BLOCK "D" LIFT 13
AGGREGATE TYPE:NS+BCA DESTINATION:GRAVITY DAM BLOCK "D" LIFT 13
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
AGGREGATE TYPE:NS+BCA
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
TEST ON FRESH CONCRETE
109
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 3/11/2010 FC-IB-2 270 0.54 1.90 7:49 PM 96 80 _ 22.6 21.3 22.0
2 3/11/2010 FC-IB-2 270 0.54 1.90 7:57 PM 100 80 _ 23.0 21.1 21.9
3 3/11/2010 FC-IB-2 270 0.54 1.90 8:06 PM 912 75 _ 22.2 20.7 21.5
4 3/11/2010 FC-IB-2 270 0.54 1.90 8:17 PM 96 80 _ 2522 2.8 22.1 20.3 21.6
5 3/11/2010 FC-IB-2 270 0.54 1.90 8:34 PM 100 80 _ 21.3 20.1 21.4
6 3/11/2010 FC-IB-2 270 0.54 1.90 8:49 PM 96 80 _ 21.1 20.2 21.2
7 3/11/2010 FC-IB-2 270 0.54 1.90 9:07 PM 912 75 _ 21.2 20.1 21.2
8 3/11/2010 FC-IB-2 270 0.54 1.90 9:25 PM 96 75 _ 22.0 20.2 21.0
9 3/11/2010 FC-IB-2 270 0.54 1.90 9:58 PM 100 80 _ 21.1 20.3 20.7
10 3/11/2010 FC-IB-2 270 0.54 1.90 10:13 PM 912 75 _ 21.2 20.0 20.5
11 3/11/2010 FC-IB-2 270 0.54 1.90 10:20 PM 96 80 _ 20.3 20.1 20.2
12 3/11/2010 FC-IB-2 270 0.54 1.90 10:49 PM 912 75 _ 21.0 20.0 20.0
13 3/11/2010 FC-IB-2 270 0.54 1.90 10:56 PM 96 80 _ 20.7 19.9 20.0
14 4/11/2010 FC-IB-2 270 0.54 1.90 12:14 AM 912 80 _ 20.6 19.9 19.9
15 4/11/2010 FC-IB-2 270 0.54 1.90 12:21 AM 96 75 _ 20.1 19.9 19.9
16 4/11/2010 FC-IB-2 270 0.54 1.90 12:27 AM 98 80 _ 19.9 19.0 19.2
SHIFT: DAY CEMENT: 42.5N
1 6/11/2010 FC-IB 330 0.54 3.30 10:19 AM 98 80 _ 26.3 21.7 _
2 6/11/2010 FC-IB 330 0.54 3.30 11:21 AM 98 85 _ 2466 3.9 29.0 22.1 _
3 6/11/2010 FC-IB 330 0.54 3.30 12:05 PM 98 85 _ 31.3 22.3 _
Date casted
DESTINATION:SIPHON SPILLWAY BARRELS 9 LIFT 8
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
DESTINATION:SIPHON SPILLWAY BARRELS 15 & 16 LIFT 3C & 4C
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
AGGREGATE TYPE:NS+BCA
AGGREGATE TYPE:NS+BCA
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
TEST ON FRESH CONCRETE
110
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 2/11/2010 FC-IB 330 0.54 2.30 1:31 PM 101 85 _ 29.4 22.6 _
2 2/11/2010 FC-IB 330 0.54 2.30 4:25 PM 101 85 _ 2468 4.0 23.6 21.4 _
3 2/11/2010 FC-IB 330 0.54 2.30 5:14 PM 101 80 _ 23.0 23.0 _
SHIFT: DAY CEMENT: 42.5N
1 3/11/2010 FC-IB-2 270 0.54 1.90 3:30 PM 96 85 90 29.4 22.5 22.9
2 3/11/2010 FC-IB-2 270 0.54 1.90 4:06 PM 98 80 _ 31.2 22.3 22.7
3 3/11/2010 FC-IB-2 270 0.54 1.90 4:27 PM 96 80 _ 30.4 22.3 22.8
4 3/11/2010 FC-IB-2 270 0.54 1.90 5:23 PM 100 75 _ 29.6 22.0 22.1
5 3/11/2010 FC-IB-2 270 0.54 1.90 5:40 PM 912 80 _ 28.2 21.9 22.3
6 3/11/2010 FC-IB-2 270 0.54 1.90 6:20 PM 912 80 _ 26.7 22.0 22.8
SHIFT: NIGHT CEMENT: 42.5N
1 4/11/2010 FC-IB 330 0.54 3.30 11:02 PM 101 75 _ 19.6 20.4 20.4
SHIFT: DAY CEMENT: 42.5N
1 4/11/2010 FC-IB 330 0.54 3.30 3:19 PM 101 85 _ 24.2 22.0 22.6
2 4/11/2010 FC-IB 330 0.54 3.30 4:10 PM 101 80 85 24.0 21.6 22.4
3 4/11/2010 FC-IB 330 0.54 3.30 4:48 PM 101 80 _ 2466 3.6 23.8 21.6 22.7
SHIFT: DAY CEMENT: 42.5N
1 4/11/2010 FC-IB 330 0.54 3.30 9:53 AM 96 80 _ 25.8 22.3 22.6
2 4/11/2010 FC-IB 330 0.54 3.30 10:59 AM 96 80 _ 27.6 22.4 22.4
3 4/11/2010 FC-IB 330 0.54 3.30 11:53 AM 96 80 _ 2467 3.8 29.3 22.3 22.8
DESTINATION:SIPHON SPILLWAY BARRELS 15 & 16 LIFT 3C & 4C
TEST ON FRESH CONCRETE
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARRELS 8 LIFT 8
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARRELS 4 & 5 LIFT 8 - 1 - 1
Date casted
For the contractor;
AGGREGATE TYPE:NS+BCA
SLUMP (mm)
Track no.Batch time
DESTINATION:SIPHON SPILLWAY BARRELS 4 & 5 LIFT 8
AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARRELS 6 LIFT 9A
Fresh Unit weight
(gm/cm3)
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA
111
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 2/11/2010 FC-R 250 0.70 1.80 9:54 AM 98 60 60 23.8 26.8 _
2 2/11/2010 FC-R 250 0.70 1.80 10:52 AM 98 98 70 26.4 27.3 _
SHIFT: DAY CEMENT: 42.5N
1 10/11/2010 FC-JC 300 0.54 2.10 2:42 PM 97 80 85 33.4 22.7 22.8
SHIFT: DAY CEMENT: 42.5N
1 11/11/2010 FC-JC 300 0.54 2.10 3:14 PM 100 75 75 30.2 22.4 22.6
SHIFT: DAY CEMENT: 42.5N
1 11/11/2010 FC-JC 300 0.54 2.10 3:16 PM 100 70 80 30.4 22.3 22.9
SHIFT: DAY CEMENT: 42.5N
1 14/11/2010 FC-JC 300 0.54 2.10 10:17 AM 97 70 75 22.4 21.0 25.7
SHIFT: DAY CEMENT: 42.5N
1 16/11/2010 FC-R 250 0.70 1.80 2:00 PM 101 75 85 29.7 24.7 24.8
2 16/11/2010 FC-R 250 0.70 1.80 3:29 PM 101 75 _ 28.8 25.3 25.9
SHIFT: DAY CEMENT: 42.5N
1 18/11/2010 FC-R 250 0.70 1.80 10:39 AM 97 70 75 26.0 23.2 24.2
SHIFT: DAY CEMENT: 42.5N
1 19/11/2010 FC-R 250 0.70 1.80 9:32 AM 913 70 _ 23.8 24.0 25.2
2 19/11/2010 FC-R 250 0.70 1.80 10:55 AM 913 75 _ 26.5 25.3 25.6
3 19/11/2010 FC-R 250 0.70 1.80 11:43 AM 913 80 _ 28.0 26.2 26.2
DESTINATION:S.YARD P5 INTERCONNECTION TOWER BLINDING
AGGREGATE TYPE:NS+BCA DESTINATION:S.YARD CC 3 DUCT CHANNEL R - 5
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
DESTINATION:S.YARD P4 INTERCONNECTION TOWER BLINDING
Date casted
TEST ON FRESH CONCRETE
W:C Ratio
ADMIXTURE
BV 40 Lt./m3
Fresh Unit weight
(gm/cm3)
SLUMP (mm)
Track no.
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3) Mix Type.
Test No.
AGGREGATE TYPE:NS+BCA
AGGREGATE TYPE:NS+BCA
AGGREGATE TYPE:NS+BCA
DESTINATION:S.YARD FENCE POST FOUNDATION
AGGREGATE TYPE:NS+BCA DESTINATION:S.YARD INTERCONNECTION TOWER BLINDING
Batch time
AGGREGATE TYPE:NS+BCA DESTINATION:S.YARD SMO2 CHAMBER WALLS
AGGREGATE TYPE:NS+BCA DESTINATION:S.YARD SMO1 CHAMBER WALL
AGGREGATE TYPE:NS+BCA DESTINATION:S.YARD CC 3 DUCT CHANNEL FLOOR
112
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 2/11/2010 FC-M6 380 0.42 3.80+2.7 12:06 AM 99 80 80 23.1 22.1 22.2
2 2/11/2010 FC-M6 380 0.42 3.80+2.7 12:52 AM 99 80 _ 2525 3.6 22.2 21.3 22.6
3 2/11/2010 FC-M6 380 0.42 3.80+2.7 1:25 AM 99 80 _ 22.1 20.1 22.3
4 2/11/2010 FC-M6 380 0.42 3.80+2.7 1:51 AM 99 80 _ 21.9 20.2 22.9
5 2/11/2010 FC-M6 380 0.42 3.80+2.7 2:18 AM 99 80 _ 21.4 21.0 22.5
SHIFT: DAY CEMENT: 42.5N
1 3/11/2010 FC-M6 380 0.42 3.80+2.7 7:18 AM 96 95 100 20.0 20.4 20.6
SHIFT: DAY CEMENT: 42.5N
1 3/11/2010 FC-M6 380 0.42 3.80+2.7 2:19 PM 97 95 100 2524 3.4 29.4 21.8 22.7
SHIFT: DAY CEMENT: 42.5N
at the BP at site at the BP at site
1 3/11/2010 FC-JC 300 0.54 2.10 5:34 PM 99 70 75 27.8 22.0 22.6
SHIFT: NIGHT CEMENT: 42.5N
1 3/11/2010 FC-M6 380 0.42 3.80+2.7 9:46 PM 97 80 80 22.2 20.1 22.4
2 3/11/2010 FC-M6 380 0.42 3.80+2.7 10:30 PM 97 80 _ 21.3 21.0 22.2
3 3/11/2010 FC-M6 380 0.42 3.80+2.7 11:03 PM 97 75 _ 20.3 20.2 22.5
4 3/11/2010 FC-M6 380 0.42 3.80+2.7 11:37 PM 97 80 _ 20.4 20.0 22.3
5 3/11/2010 FC-M6 380 0.42 3.80+2.7 12:06 AM 97 75 _ 22.0 20.1 22.8
DESTINATION:PH UNIT 3 RIGHT SIDE CANTILEVER LIFT 30A
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE Sika 110N/C40
Lt./m3 Mix Type.
Test No.
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 BOTTOM BEAM 2nd PHASE CASTING
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 1 & 3 2nd PHASE CONCRETE
AGGREGATE TYPE:NS+BCA
AGGREGATE TYPE:NS+BCA DESTINATION:PH CONTROL BUILDING COLUMN AXIS 28
Track no.Test No.
Date casted Mix Type.Cement content
(Kg/m3)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 3 LIFT 20A LIFT WALL CANTILEVER 3rd STAGE
SLUMP (mm) Fresh Unit weight
(gm/cm3)
Air Cont. (%)
Air Temp. (°C)
W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Batch time
113
BUJAGALI HYDROELECTRIC POWER PROJECT,
UGANDA
Rev. 1 IN-!012-2-13
SHIFT: NIGHT CEMENT: 42.5N
at the BP at site at the BP at site
1 1/11/2010 FC-JC 300 0.54 2.10 11:10 AM 97 80 95 30.8 21.4 23.0
2 1/11/2010 FC-JC 300 0.54 2.10 11:23 AM 99 75 _ 30.6 21.6 22.4
SHIFT: DAY CEMENT: 42.5N
1 2/11/2010 FC-JC 300 0.54 2.10 10:04 AM 913 65 _ 25.0 22.1 _
SHIFT: DAY CEMENT: 42.5N
1 2/11/2010 FC-R 250 0.70 1.80 10:19 AM 101 65 _ 25.3 26.4 _
SHIFT: DAY CEMENT: 42.5N
1 3/11/2010 FC-R 250 0.70 1.80 2:08 PM 101 60 70 28.4 26.3 26.5
2 3/11/2010 FC-R 250 0.70 1.80 3:44 PM 101 60 _ 29.9 26.6 26.7
SHIFT: DAY CEMENT: 42.5N
1 1/11/2010 FC-JC 300 0.54 2.10 10:21 AM 100 70 _ 27.1 21.4 22.6
2 1/11/2010 FC-JC 300 0.54 2.10 12:25 PM 100 70 _ 29.8 21.9 22.3
SHIFT: DAY CEMENT: 42.5N
1 5/11/2010 FC-R 250 0.70 1.80 2:20 PM 97 70 75 32.0 23.8 24.6
2 5/11/2010 FC-R 250 0.70 1.80 3:38 PM 97 75 _ 31.7 24.0 25.4
SHIFT: DAY CEMENT: 42.5N
1 6/11/2010 FC-JC 300 0.54 2.10 2:35 PM 97 70 _ 31.4 22.8 _
AGGREGATE TYPE:NS+BCA DESTINATION:CLIENT W/SHOP BEAMS B - A - 1 No.5 BLINDING
AGGREGATE TYPE:NS+BCADESTINATION:CLIENT W/SHOP & STORES B - D - 2 - 1/B - D - 1 - 1/B -
10 - 1 - 3/B - C - 1*1/B - B - 1*1/B - 9 - 1*2
Air Cont. (%)
Air Temp. (°C)
Conc. Temp. (°C)
AGGREGATE TYPE:NS+BCA
TEST ON FRESH CONCRETE
For the contractor;
SITE MATERIALS LABORATORY
Cement content
(Kg/m3)W:C Ratio
ADMIXTURE
BV 40 Lt./m3 Mix Type.Test No.
DESTINATION:CLIENT W/SHOP & STORES 1 - 1 - A, B - 2 - 1
Date castedFresh Unit
weight
(gm/cm3)
SLUMP (mm)
Track no.Batch time
AGGREGATE TYPE:NS+BCA DESTINATION:CLIENT W/SHOP COVER FOR CC 3
AGGREGATE TYPE:NS+BCADESTINATION:CLIENT W/SHOP FOUNDATION BEAM BLINDING B -
D - 2 No.2
AGGREGATE TYPE:NS+BCADESTINATION:CLIENT W/SHOP & STORES B - 6 - 1 - 2/B - 7 - 1/B - 8 -
1/B - E - 2/B - D - 2 - 2
AGGREGATE TYPE:NS+BCADESTINATION:CLIENT W/SHOP & STORES B - 10 - 1 - B/B - C - 1/B - B -
C BLINDING
114
Bujagali Energy Limited Bujagali Hydro-Electric Power Project
Salini Costruttori Site Material Laboratory Report
SA-D-GE-TR-1173
5.1 SUMMARY OF RESULTS ......................................................................
5.1.2 TEST ON MOISTURE CONTENT OF AGGREGATE
115
Site Sample Ref No.
Location Sampling Date
Material Source Sampling Time
Destination
BATCHING PLANT A
Concrete aggregates FC-JC NS 1.5 - 5
Tare N°
A. Weight of wet sample + tare g
B. Weight of dry sample + tare g
C. Weight of water g A - B
D. Weight of tare g
E. Weight of dry sample g B - C
F. Weight of wet sample g A - D
G. Moisture content % C/E
H. Humidity % C/F
BATCHING PLANT B
Concrete aggregates FC-JC NS 1.5 - 5
Tare N° SL CM
A. Weight of wet sample + tare g 1367.8 1379.1
B. Weight of dry sample + tare g 1328.7 1348.7
C. Weight of water g A - B 39.1 30.4
D. Weight of tare g 366.2 373.0
E. Weight of dry sample g B - C 962.5 975.7
F. Weight of wet sample g A - D 1001.60 1006.10
G. Moisture content % C/E 4.06 3.12 4.00 3.00
H. Humidity % C/F
FOR THE CONTRACTOR : Mesfin A.
BATCHING PLANT
BUJAGALI CRUSHING PLANT
Na
tura
l Sa
nd
BY HOT PLATE
BY HOT PLATE
PH UNIT 2 LIFT P.15
Cru
she
d sa
nd
1.5
- 5
24/11/2010
20:45 PM
Na
tura
l Sa
nd
Cru
she
d sa
nd
1.5
- 5
BP SENCEOR
BP SENCEOR
BUJAGALI HYDROPOWER PROJECT
ASTM : C 566
BUJAGALI HYDRO POWER PROJECT
MOISTURE CONTENT
LABORATORY
SITE MATERIALS UGANDA
116
Site Sample Ref No.
Location Sampling Date
Material Source Sampling Time
Destination
BATCHING PLANT A
Concrete aggregates FC-IB NS 1.5 - 5
Tare N° CNN BAG
A. Weight of wet sample + tare g 1471.1 1172.5
B. Weight of dry sample + tare g 1417.0 1126.0
C. Weight of water g A - B 54.1 46.5
D. Weight of tare g 520.9 368.5
E. Weight of dry sample g B - C 896.1 757.5
F. Weight of wet sample g A - D 950.20 804.00
G. Moisture content % C/E 6.04 6.14 6.00 6.00
H. Humidity % C/F
BATCHING PLANT B
Concrete aggregates FC-IB NS 1.5 - 5
Tare N°
A. Weight of wet sample + tare g
B. Weight of dry sample + tare g
C. Weight of water g A - B
D. Weight of tare g
E. Weight of dry sample g B - C
F. Weight of wet sample g A - D
G. Moisture content % C/E
H. Humidity % C/F
FOR THE CONTRACTOR : Mesfin A.
BUJAGALI HYDROPOWER PROJECT
ASTM : C 566
BUJAGALI HYDRO POWER PROJECT
MOISTURE CONTENT
LABORATORY
SITE MATERIALS UGANDAC
rush
ed
san
d 1
.5 - 5
15/11/2010
21:40 PM
Na
tura
l Sa
nd
Cru
she
d sa
nd
1.5
- 5
BP SENCEOR
BP SENCEOR
BATCHING PLANT
BUJAGALI CRUSHING PLANT
Na
tura
l Sa
nd
BY HOT PLATE
BY HOT PLATE
PH UNIT 5 LIFT 27
117
Site Sample Ref No.
Location Sampling Date
Material Source Sampling Time
Destination
BATCHING PLANT A
Concrete aggregates FC-M6 NS 1.5 - 5
Tare N° PEM HE
A. Weight of wet sample + tare g 1056.1 1310.3
B. Weight of dry sample + tare g 1017.0 1294.0
C. Weight of water g A - B 39.1 16.3
D. Weight of tare g 367.7 547.0
E. Weight of dry sample g B - C 649.3 747.0
F. Weight of wet sample g A - D 688.40 763.30
G. Moisture content % C/E 6.02 2.18 6.00 2.00
H. Humidity % C/F
BATCHING PLANT B
Concrete aggregates NS 1.5 - 5
Tare N°
A. Weight of wet sample + tare g
B. Weight of dry sample + tare g
C. Weight of water g A - B
D. Weight of tare g
E. Weight of dry sample g B - C
F. Weight of wet sample g A - D
G. Moisture content % C/E
H. Humidity % C/F
FOR THE CONTRACTOR : Mesfin A.
BATCHING PLANT
BUJAGALI CRUSHING PLANT
Na
tura
l Sa
nd
BY HOT PLATE
BY HOT PLATE
PH UNIT 3 CANTILEVER LIFT 29A & 30A AXIS
Cru
she
d sa
nd
1.5
- 5
8/11/2010
22:05 PM
Na
tura
l Sa
nd
Cru
she
d sa
nd
1.5
- 5
BP SENCEOR
BP SENCEOR
BUJAGALI HYDROPOWER PROJECT
ASTM : C 566
BUJAGALI HYDRO POWER PROJECT
MOISTURE CONTENT
LABORATORY
SITE MATERIALS UGANDA
118
Site Sample Ref No.
Location Sampling Date
Material Source Sampling Time
Destination
BATCHING PLANT A
Concrete aggregates FC-IB-2 NS 1.5 - 5
Tare N°
A. Weight of wet sample + tare g
B. Weight of dry sample + tare g
C. Weight of water g A - B
D. Weight of tare g
E. Weight of dry sample g B - C
F. Weight of wet sample g A - D
G. Moisture content % C/E
H. Humidity % C/F
BATCHING PLANT B
Concrete aggregates NS 1.5 - 5
Tare N° WV KY
A. Weight of wet sample + tare g 1276.0 1283.3
B. Weight of dry sample + tare g 1240.0 1239.0
C. Weight of water g A - B 36.0 44.3
D. Weight of tare g 544.8 370.5
E. Weight of dry sample g B - C 695.2 868.5
F. Weight of wet sample g A - D 731.20 912.80
G. Moisture content % C/E 5.18 5.10 5.00 5.00
H. Humidity % C/F
FOR THE CONTRACTOR : Mesfin A.
BUJAGALI HYDROPOWER PROJECT
ASTM : C 566
BUJAGALI HYDRO POWER PROJECT
MOISTURE CONTENT
LABORATORY
SITE MATERIALS UGANDAC
rush
ed
san
d 1
.5 - 5
3/11/2010
15:00 PM
Na
tura
l Sa
nd
Cru
she
d sa
nd
1.5
- 5
BP SENCEOR
BP SENCEOR
BATCHING PLANT
BUJAGALI CRUSHING PLANT
Na
tura
l Sa
nd
BY HOT PLATE
BY HOT PLATE
SIPHON SPILLWAY BARRELS 15 & 16 LIFT 3C & 4C1
119
Bujagali Energy Limited Bujagali Hydro-Electric Power Project
Salini Costruttori Site Material Laboratory Report
SA-D-GE-TR-1173
5.1 SUMMARY OF RESULTS ...................................................................... 5.1.3 Test on Normal Compressive strength of Cylinder Samples
120
DateNote
Casted 2 days 7 days 28 days 90 days
17-07-08 Day 169 FC 15 C 15 32.5R 250 7.9 14.6 21.8
28-07-08 D 179 FC 15 C 15 32.5R 250 10.1 15.3 22.2
29-07-08 D 181 FC 15 C 15 32.5R 250 9.9 16.3 22.0
30-07-08 D 186 FC 15 C 15 32.5R 250 8.8 15.1 21.3
06-08-08 D 196 FC 15 C 15 42.5N 250 9.6 15.8 21.0
06-08-08 N 197 FC 15 C 15 42.5N 250 10.0 17.5 23.3
12-08-08 D 212 FC 15G C 15 42.5N 250 9.5 15.3 23.1 25.7
13-08-08 D 213 FC 15G C 15 42.5N 200 7.3 16.8 21.1 24.2
07-08-08 N 199 FC 15H C 15 42.5N 250 9.6 15.8 22.8 25.0
07-08-08 N 200 FC 15H C 15 42.5N 250 10.8 19.0 24.9 29.1
07-08-08 D 198 FC 15I C 15 42.5N 250 13.9 21.0 25.5
19-07-08 Night 171 FC 8E C 25 32.5R 400 19.5 25.1 30.2
20-07-08 D 173 FC 8E C 25 32.5R 400 19.6 28.3 32.5
20-07-08 N 174 FC 8E C 25 32.5R 400 19.1 25.1 30.9
14-08-08 N 217 FC D1 C 15 32.5R 250 9.3 15.2 21.3 23.0
14-08-08 N 218 FC D1 C 15 32.5R 250 9.8 17.3 23.8 26.2
18-08-08 D 229 FC D1 C 15 42.5N 250 9.4 15.2 21.4 23.2
14-08-08 D 216 FC D2 C 15 32.5R 250 9.0 15.2 22.2 23.4
18-08-08 N 230 FC D2 C 15 42.5N 250 9.4 18.9 23.9 28.5
19-08-08 D 233 FC D2 C 15 42.5N 250 11.6 17.8 24.7 28.7
19-08-08 N 234 FC D2 C 15 42.5N 250 11.5 18.8 25.2 29.9
20-08-08 D 236 FC D2 C 15 42.5N 250 9.7 20.2 25.4 29.2
20-08-08 N 237 FC D2 C 15 42.5N 250 9.7 17.1 22.9 25.7
23-08-08 D 245 FC D2 C 15 42.5N 250 11.8 18.4 27.4 32.4
23-08-08 N 246 FC D2 C 15 42.5N 250 9.6 16.8 22.5 26.9
23-08-08 N 247 FC D2 C 15 42.5N 250 9.0 18.3 22.1 27.5
25-08-08 D 248 FC D2 C 15 42.5N 250 9.1 19.0 24.3 30.0
26-08-08 D 249 FC D2 C 15 42.5N 250 13.3 20.1 25.7 30.5
26-08-08 N 250 FC D2 C 15 42.5N 250 15.5 26.3 27.4 38.5
27-08-08 D 251 FC D2 C 15 42.5N 250 8.2 16.8 23.6 28.6
28-08-08 D 252 FC D2 C 15 42.5N 250 14.6 17.3 23.1 26.2
01-09-08 D 259 FC D2 C 15 42.5N 250 8.2 20.1 23.8 28.5
02-09-08 D 264 FC D2 C 15 42.5N 250 13.1 19.9 21.7 26.0
02-09-08 N 265 FC D2 C 15 42.5N 250 8.0 15.4 21.2 25.7
03-09-08 D 268 FC D2 C 15 42.5N 250 12.2 17.1 23.5 28.4
03-09-08 N 269 FC D2 C 15 42.5N 250 10.0 18.6 22.7 29.2
04-09-08 D 270 FC D2 C 15 42.5N 250 16.2 21.9 29.7 33.7
08-09-08 D 274 FC D2 C 15 42.5N 250 12.5 18.6 24.5 27.0
09-09-08 D 275 FC D2 C 15 42.5N 250 17.3 27.5 31.0 40.8
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix ID
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)Concrete
class
Power House Rock Reconstruction
SITE MATERIALS
Cement (Kg/m3)
Cement type
SH
IFT
Sample Ref.
LABORATORY
121
DateNote
Casted2 days 7 days 28 days 90 days
31-07-08 Day 189 FC 15 C 15 42.5N 250 16.5 19.95 24.1 PH Unit 1 & 2
01-08-08 D 191 FC 15 C 15 42.5N 250 14.4 22.4 27.3 PH Unit 2
05-08-08 D 193 FC 15I C 15 42.5N 250 10.0 19.4 25.3 PH Unit 3
08-08-08 D 202 FC 15H C 15 42.5N 250 10.7 19.8 25.3 28.9 PH Unit 4
11-08-08 D 210 FC 15H C 15 42.5N 250 12.2 22.3 28.3 32.9 PH Unit 1
16-08-08 D 220 FC D1 C 15 42.5N 250 11.6 18.5 25.4 29.8 PH Unit 4
30-08-08 D 258 FC D2 C 15 42.5N 250 9.6 17.1 24.3 28.1 PH Unit 5
10-09-08 D 279 FC G C 25 42.5N 310 16.8 30.6 41.7 47.1 PH Unit 1 Lift 1
10-09-08 D 280 FC G C 25 42.5N 310 18.1 32.4 42.6 48.2 PH Unit 1 Lift 1
17-09-08 D 288 FC D2 C 15 42.5N 250 18.6 25.2 31.1 36.4 PH Unit 1 Lift 2 TAIL R.
20-09-08 D 289 FC A C 25 42.5N 300 10.6 22.6 32.2 33.0 PH Unit 3 Lift 1
20-09-08 N 290 FC JC C 25 42.5N 300 13.3 27.1 36.1 38.9 PH Unit 3 Lift 1
02-10-08 N 298 FC 15 C 15 42.5N 250 20.2 26.2 31.6 40.2 PH Unit 1 & U2 TAIL R.
03-10-08 D 299 FC S C 15 42.5N 250 11.0 24.7 30.9 37.2 PH Unit 5 Lift 2 TAIL R.
04-10-08 N 300 FC S C 15 42.5N 250 17.9 25.7 32.6 38.0 PH Unit 5 Lift TAIL R.
07-10-08 D 302 FC 15 C 15 42.5N 250 13.6 19.7 25.9 30.1 PH Unit 1 & U2 TAIL R.
08-10-08 N 305 FC 15 C 15 42.5N 250 12.1 17.9 24.0 27.1 PH Unit 4 Lift 2, 6, 7
08-10-08 N 306 FC JC C 25 42.5N 300 16.7 27.1 34.2 38.5 PH Unit 1 Lift 3
09-10-08 D 307 FC JC C 25 42.5N 300 18.8 28.3 35.8 39.5 PH Unit 1 Lift 3
11-10-08 N 309 FC S C 15 42.5N 250 13.4 27.1 29.5 33.9 PH Unit 3 Lift 2, 6, 7
11-10-08 D 310 FC S C 15 42.5N 250 14.4 27.1 34.2 36.7 PH Unit 3 Lift 2, 6, 7
13-10-08 D 311 FC IB C 25 42.5N 300 18.5 33.5 41.4 46.0 PH Unit 3 Lift 3
13-10-08 N 312 FC IB C 25 42.5N 300 14.8 31.0 39.3 45.3 PH Unit 3 Lift 3
16-10-08 D/N 314 FC 15 C 15 42.5N 250 10.2 17.1 21.6 27.5 PH Unit 4 & 5 Ele. 1073
17-10-08 N 315 FC S C 15 42.5N 250 12.7 17.9 26.4 30.1 PH Unit 1 Lift 6
18-10-08 N 316 FC 15 C 15 42.5N 250 11.4 21.3 28.6 33.0 PH Unit 5 Ele. 1073
20-10-08 N 317 FC S C 15 42.5N 250 10.6 19.4 27.4 31.9 PH Unit 2 Lift 2, 6, 7
21-10-08 D 318 FC S C 15 42.5N 250 13.2 22.3 28.6 32.5 PH Unit 2 Lift 2, 6, 7
27-10-08 D 323 FC JC - B C 25 42.5N 300 10.3 26.8 32.1 36.8 PH UNIT 3 SUMP
31-10-08 D 328 FC IB - B C 25 42.5N 300 20.1 27.8 38.2 38.7 PH UNIT 3 Lift 3
31-10-08 D 327 FC JC - B C 25 42.5N 300 21.0 28.6 38.3 40.6 PH UNIT 3 Lift 2
04-11-08 D 330 FC IB - B C 25 42.5N 300 13.9 30.3 37.9 46.4 PH UNIT 1 Lift 2
04-11-08 N 329 FC JC - B C 25 42.5N 300 13.4 26.2 37.7 41.8 PH UNIT 1 Lift 2
06-11-08 N 331 FC IB - B C 25 42.5N 300 11.4 27.9 37.3 42.1 PH UNIT 3 Lift 4
07-11-08 N 332 FC IB - B C 25 42.5N 300 17.3 26.8 39.9 44.6 PH UNIT 3 Lift 4
10-11-08 D 334 FC IB - B C 25 42.5N 300 14.2 32.3 41.6 48.8 PH UNIT 5 Lift 1
11-11-08 D 335 FC IB - B C 25 42.5N 300 24.5 35.5 41.0 45.5 PH UNIT 5 Lift 1
12-11-08 N 336 FC IB - B C 25 42.5N 300 18.5 30.3 42.5 45.4 PH UNIT 1 Lift 4
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
122
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
12-11-08 D 337 FC IB - B C 25 42.5N 300 18.8 37.7 44.4 48.6 PH UNIT 1 Lift 4
13-11-08 N 338 FC S - B C 15 42.5N 250 16.6 26.3 31.7 32.3 PH Unit 1 Lift 6, 7
13-11-08 D 339 FC S - B C 15 42.5N 250 10.9 25.6 27.7 30.3 PH Unit 1 Lift 6, 7
18-11-08 D 342 FC IB C 25 42.5N 300 21.6 32.4 47.4 51.1 PH UNIT 3 Lift 6
18-11-08 N 343 FC IB - B C 25 42.5N 300 14.0 28.5 41.6 47.3 PH UNIT 3 Lift 6
20-11-08 D 345 FC IB C 25 42.5N 300 22.2 32.1 43.0 46.8 PH UNIT 5 Lift 3
20-11-08 N 346 FC IB C 25 42.5N 300 23.0 36.3 42.0 44.9 PH UNIT 5 Lift 3
24-11-08 N 349 FC IB C 25 42.5N 300 21.8 34.3 41.9 44.7 PH UNIT 1 Lift 6
25-11-08 D 350 FC IB C 25 42.5N 300 27.6 36.9 42.5 49.2 PH UNIT 1 Lift 6
28-11-08 D 353 FC IB - B C 25 42.5N 300 23.1 30.0 37.5 42.5 PH UNIT 3 Lift 5
28-11-08 N 354 FC IB - B C 25 42.5N 300 20.9 29.7 37.5 44.8 PH UNIT 3 Lift 5
02-12-08 D 355 FC IB C 25 42.5N 300 20.0 30.5 38.3 46.1 PH UNIT 5 Lift 2
02-12-08 N 356 FC IB C 25 42.5N 300 18.5 28.7 37.9 44.8 PH UNIT 5 Lift 2
02-12-08 D 357 FC IB C 25 42.5N 300 18.5 32.1 40.7 45.7 PH UNIT 3 Lift 5
04-12-08 N 358 FC IB - B C 25 42.5N 300 14.5 26.7 36.4 40.5 PH UNIT 1 Lift 5
05-12-08 D 359 FC IB - B C 25 42.5N 300 16.9 27.0 36.6 41.0 PH UNIT 1 Lift 5
06-12-08 D 360 FC IB C 25 42.5N 300 18.6 29.4 37.1 42.8 PH UNIT 3 Lift 8
09-12-08 N 363 FC IB C 25 42.5N 300 12.2 24.4 32.5 43.4 PH UNIT 1 Lift 5(F 2)
10-12-08 D 365 FC IB C 25 42.5N 300 11.9 30.6 39.1 47.2 PH UNIT 3 Lift 5(FS 2)
11-12-08 D 366 FC IB C 25 42.5N 300 17.7 31.1 42.1 45.5 PH UNIT 5 Lift 4
11-12-08 N 367 FC IB C 25 42.5N 300 13.8 25.4 41.1 46.1 PH UNIT 5 Lift 4
12-12-08 N 368 FC IB - B C 25 42.5N 300 13.6 30.9 40.8 48.4 PH UNIT 3 Lift 7
13-12-08 D 369 FC IB - B C 25 42.5N 300 23.6 37.3 43.0 49.9 PH UNIT 3 Lift 7
16-12-08 D 370 FC IB C 25 42.5N 300 20.2 28.9 37.4 45.5 PH UNIT 1 Lift 8
17-12-08 D 371 FC IB C 25 42.5N 300 20.4 32.1 40.4 44.8 PH UNIT 1 Lift 7
17-12-08 N 372 FC IB C 25 42.5N 300 16.7 28.6 38.5 45.4 PH UNIT 1 Lift 7
18-12-08 D 374 FC IB C 25 42.5N 300 21.2 32.1 45.3 49.5 PH UNIT 5 Lift 6
18-12-08 N 375 FC IB C 25 42.5N 300 19.9 35.5 41.9 49.5 PH UNIT 5 Lift 6
06-01-09 N 384 FC IB C 25 42.5N 300 19.2 31.4 36.6 40.7 PH UNIT 2 Lift 1
06-01-09 D 385 FC IB C 25 42.5N 300 15.3 29.7 34.7 39.8 PH UNIT 2 Lift 1
08-01-09 N 387 FC IB C 25 42.5N 300 18.3 27.7 36.4 40.9 PH UNIT 1 Lift 5
09-01-09 D 388 FC IB C 25 42.5N 300 18.0 32.3 39.0 45.6 PH UNIT 5 Lift 5
09-01-09 N 389 FC IB C 25 42.5N 300 16.3 34.3 42.7 45.4 PH UNIT 5 Lift 5
09-01-09 N 390 FC IB C 25 42.5N 300 14.7 36.4 42.9 51.4 PH UNIT 1 Lift 9
14-01-09 D 397 FC IB C 25 42.5N 300 16.8 31.7 36.1 44.8 PH UNIT 5 Lift 7
14-01-09 N 398 FC IB C 25 42.5N 300 14.9 32.2 41.9 44.0 PH UNIT 5 Lift 7
16-01-09 N 399 FC IB C 25 42.5N 300 24.6 35.4 47.1 52.0 PH UNIT 1 Lift 8
16-01-09 N 400 FC IB C 25 42.5N 300 20.8 31.1 42.0 46.0 PH UNIT 1 Lift 8
123
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
17-01-09 D 402 FC IB C 25 42.5N 300 16.3 29.5 36.1 42.6 PH UNIT 3 Lift 9
18-01-09 N 405 FC IB C 25 42.5N 300 24.4 34.6 45.5 51.5 PH UNIT 5 Lift 5b
20-01-09 N 406 FC IB-1 C 25 42.5N 270 19.0 31.1 38.2 40.6 PH UNIT 2 Lift 3
20-01-09 D 407 FC IB-1 C 25 42.5N 270 15.6 29.3 36.9 38.5 PH UNIT 2 Lift 3
21-01-09 N 408 FC IB-2 C 25 42.5N 270 14.6 24.6 31.8 35.1 PH UNIT 1 Wall 1
22-01-09 D 412 FC IB C 25 42.5N 300 14.6 28.3 37.2 40.9 PH UNIT 3 Lift 50
24-01-09 D 413 FC IB-1 C 25 42.5N 270 12.2 29.3 37.1 39.4 PH UNIT 5 Lift 8
27-01-09 D 414 FC IB-1 C 25 42.5N 270 19.2 34.3 42.2 48.3 PH UNIT 1 Lift 10
28-01-09 D 418 FC IB-2 C 25 42.5N 270 15.7 26.7 35.3 38.8 PH UNIT 1 Wall 2
29-01-09 N 419 FC IB-1 C 25 42.5N 270 18.7 29.9 35.0 39.8 PH UNIT 3 Lift 80
29-01-09 D 420 FC IB-2 C 25 42.5N 270 15.4 24.2 30.0 33.6 PH UNIT 3 Lift 80
30-01-09 D 423 FC IB C 25 42.5N 300 14.5 28.3 38.1 42.4 PH UNIT 2 Lift 7
30-01-09 N 424 FC IB-1 C 25 42.5N 270 20.7 26.7 34.9 43.7 PH UNIT 5 Lift 9
30-01-09 D 422 FC IB-2 C 25 42.5N 270 17.2 26.6 32.0 36.4 PH UNIT 2 Lift 7
03-02-09 N 425 FC IB-2 C 25 42.5N 270 14.8 25.0 32.8 37.4 PH UNIT 1 Lift 80
04-02-09 N 427 FC IB-2 C 25 42.5N 270 14.0 27.1 35.0 39.5 PH UNIT 1 Lift 80
07-02-09 D 431 FC IB-2 C 25 42.5N 270 12.0 23.8 31.5 35.7 PH UNIT 3 Lift 80
09-02-09 D 433 FC IB-2 C 25 42.5N 270 13.1 25.3 32.1 38.2 PH UNIT 1 Lift W3
10-02-09 N 436 FC IB-1 C 25 42.5N 270 19.2 29.4 36.7 40.2 PH UNIT 1 Lift 11
11-02-09 N 439 FC IB-1 C 25 42.5N 270 20.0 29.9 37.4 41.8 PH UNIT 5 Lift 50
11-02-09 D 439 FC IB-2 C 25 42.5N 270 14.3 26.0 34.5 39.9 PH UNIT 1 Lift 50/51A
12-02-09 N 442 FC IB-2 C 25 42.5N 270 12.5 25.9 32.9 35.6 PH UNIT 4 Lift 7
12-02-09 N 441 FC IB-7 C 25 42.5N 270 20.1 29.6 38.7 45.1 PH UNIT 4 Lift 7
14-02-09 N 447 FC IB-2 C 25 42.5N 270 10.6 26.3 32.1 35.3 PH UNIT 5 Lift 80
14-02-09 N 448 FC IB-7 C 25 42.5N 270 19.1 30.3 39.9 45.7 PH UNIT 5 Lift 80
17-02-09 N 449 FC IB-7 C 25 42.5N 270 20.1 30.8 40.1 45.8 PH UNIT 3 Lift 10
17-02-09 D 450 FC IB-7 C 25 42.5N 270 21.0 30.2 40.0 45.7 PH UNIT 3 Lift 10
20-02-09 D 452 FC IB-7 C 25 42.5N 270 19.3 31.9 40.2 45.3 PH UNIT 3 Lift 11
21-02-09 D 456 FC IB-2 C 25 42.5N 270 12.3 26.4 34.3 39.6 PH UNIT 1 Lift 51B
21-02-09 D 455 FC IB-7 C 25 42.5N 270 23.0 30.7 40.7 44.9 PH UNIT 1 Lift 51B
25-02-09 N 457 FC IB-2 C 25 42.5N 270 15.3 22.7 31.0 34.0 PH UNIT 2 Lift 5
26-02-09 N 459 FC IB-2 C 25 42.5N 270 14.0 23.3 32.3 34.1 PH UNIT 1 Lift 12
26-02-09 N 458 FC IB-7 C 25 42.5N 270 19.4 31.3 36.7 44.7 PH UNIT 1 Lift 12
28-02-09 N 464 FC IB-7 C 25 42.5N 270 18.6 30.0 38.8 44.1 PH UNIT 2 Lift 2
28-02-09 D 465 FC IB-7 C 25 42.5N 270 17.5 28.1 38.0 44.7 PH UNIT 2 Lift 2
02-03-09 N 466 FC IB-7 C 25 42.5N 270 17.6 30.8 40.7 47.3 PH UNIT 5 Lift 10A
02-03-09 N 467 FC IB-7 C 25 42.5N 270 18.9 34.0 40.1 45.5 PH UNIT 2 Lift 5B
05-03-09 N 475 FC IB-7 C 25 42.5N 270 16.5 36.1 40.9 46.4 PH UNIT 3 Lift 12
124
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
06-03-09 N 477 FC IB-7 C 25 42.5N 270 13.7 29.6 38.2 43.6 PH UNIT 2 Lift 4
07-03-09 D 482 FC IB-7 C 25 42.5N 270 18.2 27.5 37.6 41.8 PH UNIT 4 Lift 1
10-03-09 D 483 FC IB C 25 42.5N 300 15.6 22.2 31.3 36.9 PH UNIT 3 Lift 50/51A
10-03-09 N 484 FC IB C 25 42.5N 300 14.7 24.0 31.0 36.2 PH UNIT 3 Lift 50/51A
10-03-09 D 485 FC IB-2 C 25 42.5N 270 12.6 22.4 32.1 35.4 PH UNIT 1 WALL 4
10-03-09 D 486 FC IB-7 C 25 42.5N 270 17.4 31.7 39.8 45.2 PH UNIT 1 WALL 4
11-03-09 N 487 FC IB-7 C 25 42.5N 270 17.6 27.3 35.0 40.1 PH UNIT 2 Lift 11
12-03-09 N 489 FC IB-7 C 25 42.5N 270 19.6 29.9 38.3 42.2 PH UNIT 2 Lift 6
13-03-09 D 491 FC IB-2 C 25 42.5N 270 10.9 21.5 31.0 36.0 PH UNIT 5 Lift 6
13-03-09 N 490 FC IB-7 C 25 42.5N 270 21.1 32.7 39.8 47.1 PH UNIT 2 Lift 8
18-03-09 N 495 FC IB-7 C 25 42.5N 270 23.7 33.8 42.0 44.9 PH UNIT 4 Lift 3
19-03-09 D 499 FC IB-7 C 25 42.5N 270 19.7 32.2 42.3 46.5 PH UNIT 4 Lift 11
20-03-09 D 500 FC IB-2 C 25 42.5N 270 16.8 23.0 31.5 34.8 PH UNIT 5 Lift X2
21-03-09 D 502 FC IB-2 C 25 42.5N 270 16.1 24.2 31.9 34.8 PH UNIT 1 Lift W4B
24-03-09 N 507 FC IB-7 C 25 42.5N 270 19.0 28.9 36.6 42.2 PH UNIT 2 Lift 9
25-03-09 N 510 FC IB-2 C 25 42.5N 270 11.1 22.3 31.1 35.2 PH UNIT 1 Lift 13
25-03-09 D 509 FC IB-7 C 35 42.5N 270 18.0 29.5 41.0 52.5 PH UNIT 1 Lift 13
26-03-09 N 511 FC IB-2 C 30 42.5N 270 14.7 24.2 32.0 34.5 PH UNIT 3 Lift 51B
01-04-09 N 518 FC IB-2 C 30 42.5N 270 13.8 24.5 32.4 35.8 PH UNIT 5 Lift X3
03-04-09 D 523 FC IB-7 C 35 42.5N 270 17.3 27.9 37.6 41.5 PH UNIT 2 Lift 5B
05-04-09 N 525 FC IB-7 C 35 42.5N 270 22.0 31.0 40.6 44.2 PH UNIT 4 Lift 2
06-04-09 D 529 FC IB-2 C 30 42.5N 270 11.7 23.1 32.2 35.1 PH UNIT 1 Lift 52A
06-04-09 D 528 FC IB-7 C 35 42.5N 270 13.9 25.1 31.9 37.2 PH UNIT 1 Lift 52A
08-04-09 D 534 FC IB C 35 42.5N 300 15.9 25.2 35.8 39.9 PH UNIT 5 Lift 51
09-04-09 N 537 FC IB-7 C 35 42.5N 270 17.9 31.6 43.1 49.1 PH UNIT 4 Lift 4
10-04-09 D 539 FC IB-2 C 30 42.5N 270 12.1 24.1 32.2 36.2 PH UNIT 1 Lift 52B
10-04-09 N 540 FC IB-7 C 35 42.5N 270 14.0 24.4 35.4 39.3 PH UNIT 1 Lift 52B
16-04-09 N 542 FC IB-7 C 35 42.5N 270 15.6 23.8 36.1 39.1 PH UNIT 4 Lift 6
17-04-09 N 543 FC IB-2 C 30 42.5N 270 15.2 23.9 31.2 35.1 PH UNIT 1 Lift W5
17-04-09 N 544 FC IB-7 C 35 42.5N 270 14.5 23.5 34.3 37.2 PH UNIT 1 Lift W5
21-04-09 N 548 FC IB-2 C 30 42.5N 270 13.7 25.0 34.0 37.8 PH UNIT 4 Lift 5
21-04-09 N 549 FC IB-7 C 35 42.5N 270 16.4 29.2 38.9 44.0 PH UNIT 4 Lift 5
21-04-09 D 550 FC IB-7 C 35 42.5N 270 16.4 29.0 36.1 40.2 PH UNIT 1 Lift 14A
24-04-09 N 552 FC IB-2 C 30 42.5N 270 15.1 24.2 31.1 37.1 PH UNIT 5 Lift 51B
25-04-09 D 557 FC IB-7 C 35 42.5N 270 15.3 27.1 35.5 41.0 PH UNIT 1 Lift W5
25-04-09 D 558 FC IB-2 C 30 42.5N 270 10.8 24.3 31.1 37.0 PH UNIT 1 Lift W5
26-04-09 N 559 FC IB-7 C 35 42.5N 270 24.2 27.2 36.1 38.7 PH UNIT 2 Lift 10
26-04-09 N 560 FC IB-2 C 30 42.5N 270 16.0 23.8 32.1 35.1 PH UNIT 2 Lift 10
125
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
27-04-09 D 561 FC IB-7 C 35 42.5N 270 14.0 24.3 36.8 40.1 PH UNIT 2 Lift 50
27-04-09 D 562 FC IB-2 C 30 42.5N 270 12.8 23.7 31.1 34.9 PH UNIT 2 Lift 50
29-04-09 D 565 FC IB-2 C 30 42.5N 270 12.7 24.4 32.3 36.2 PH UNIT 2 Lift 80
30-04-09 D 566 FC IB-2 C 30 42.5N 270 10.6 24.3 31.2 36.6 PH UNIT 1 Lift 14B
30-04-09 D 567 FC IB-7 C 35 42.5N 270 16.6 26.5 36.0 40.0 PH UNIT 1 Lift 14B
01-05-09 D 569 FC IB-2 C 30 42.5N 270 18.5 24.1 31.4 35.4 PH UNIT 3 Lift 13
01-05-09 D 570 FC IB-7 C 35 42.5N 270 22.5 29.5 37.2 43.4 PH UNIT 3 Lift 13
04-05-09 N 573 FC IB-7 C 35 42.5N 270 13.4 26.9 35.7 39.2 PH UNIT 4 Lift 5A
06-05-09 D 576 FC IB-2 C 30 42.5N 270 13.8 24.4 31.5 35.3 PH UNIT 2 Lift 12
06-05-09 N 577 FC IB-7 C 35 42.5N 270 20.2 32.9 38.4 46.7 PH UNIT 2 Lift 12
08-05-09 D 582 FC IB-2 C 30 42.5N 270 13.1 24.5 33.1 36.9 PH UNIT 1 Lift 54
09-05-09 N 585 FC IB-2 C 30 42.5N 270 13.7 24.4 32.4 35.9 PH UNIT 1 Lift 54
10-05-09 N 588 FC IB-7 C 35 42.5N 270 15.3 25.7 36.8 41.5 PH UNIT 3 Lift 52
10-05-09 N 589 FC IB-2 C 30 42.5N 270 13.4 24.3 34.4 39.0 PH UNIT 3 Lift 52
11-05-09 N 590 FC IB-2 C 30 42.5N 270 16.1 26.6 34.5 38.8 PH UNIT 3 Lift 52
11-05-09 N 592 FC IB-7 C 35 42.5N 270 16.4 31.1 40.0 45.5 PH UNIT 4 Lift 8
12-05-09 N 593 FC IB-2 C 30 42.5N 270 13.8 24.9 34.1 39.3 PH UNIT 1 Lift W6
15-05-09 N 598 FC IB-2 C 30 42.5N 270 14.3 24.8 34.4 38.3 PH UNIT 3 Lift 52B
15-05-09 D 599 FC IB-7 C 35 42.5N 270 15.6 28.6 38.2 41.0 PH UNIT 3 Lift 52B
16-05-09 N 601 FC IB-7 C 35 42.5N 270 23.0 33.1 41.1 46.5 PH UNIT 4 Lift 9
19-05-09 D 604 FC IB-7 C 35 42.5N 270 16.7 28.0 37.8 41.8 PH UNIT 4 Lift 5B
19-05-09 N 605 FC IB-7 C 35 42.5N 270 19.6 33.2 41.6 45.5 PH UNIT 2 Lift 13
19-05-09 N 606 FC IB-2 C 30 42.5N 270 13.5 24.4 33.5 37.0 PH UNIT 2 Lift 13
23-05-09 D 613 FC IB-2 C 30 42.5N 270 14.1 23.4 34.4 38.2 PH UNIT 3 Lift 54-55
24-05-09 D 615 FC IB-7 C 35 42.5N 270 15.8 26.5 39.1 41.9 PH UNIT 4 Lift 10
27-05-09 D 620 FC IB-7 C 35 42.5N 270 13.2 28.8 38.2 42.7 PH UNIT 1 Lift 15A
27-05-09 D 621 FC IB-2 C 30 42.5N 270 13.3 24.7 33.3 38.8 PH UNIT 1 Lift 15A
29-05-09 N 624 FC IB-7 C 35 42.5N 270 16.5 32.1 39.9 43.4 PH UNIT 3 Lift 14A
30-05-09 N 625 FC IB-2 C 30 42.5N 270 14.5 25.1 32.5 36.5 PH UNIT 1 Lift W11
30-05-09 D 626 FC IB-7 C 35 42.5N 270 18.4 29.9 38.4 41.3 PH UNIT 1 Lift W11
03-06-09 D 632 FC IB-2 C 30 42.5N 270 13.8 25.1 34.8 39.1 PH UNIT 3 Lift 14B
03-06-09 D 633 FC IB-7 C 35 42.5N 270 18.2 29.1 38.7 43.7 PH UNIT 3 Lift 14B
07-06-09 D 639 FC IB-2 C 30 42.5N 270 16.0 25.2 36.5 40.2 PH UNIT 4 Lift 12
08-06-09 N 641 FC IB C 35 42.5N 300 16.1 27.4 37.2 41.3 PH UNIT 5 Lift 52A
08-06-09 N 642 FC IB-7 C 35 42.5N 270 19.3 26.9 39.1 42.4 PH UNIT 5 Lift 52A
10-06-09 N 646 FC IB-7 C 35 42.5N 270 16.4 27.7 39.8 43.9 PH UNIT 2 Lift 14A
10-06-09 D 647B FC IB-7 C 35 42.5N 270 16.4 28.6 39.7 44.4 PH UNIT 1 Lift 81a&81b
12-06-09 N 650 FC IB-2 C 30 42.5N 270 14.1 27.3 34.4 40.3 PH UNIT 4 Lift 13
126
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
12-06-09 N 651 FC IB-7 C 35 42.5N 270 16.2 31.7 37.5 43.3 PH UNIT 4 Lift 13
13-06-09 N 652 FC IB-2 C 30 42.5N 270 13.7 24.3 34.1 38.8 PH UNIT 2 Lift 14B
13-06-09 N 653 FC IB-7 C 35 42.5N 270 21.5 30.6 38.7 42.1 PH UNIT 2 Lift 14B
13-06-09 D 654 FC IB-7 C 35 42.5N 270 15.8 27.7 36.1 40.9 PH UNIT 5 Lift 52B
13-06-09 N 655 FC IB-2 C 30 42.5N 270 14.0 24.5 34.0 38.4 PH UNIT 5 Lift 52B
16-06-09 N 660 FC IB C 35 42.5N 300 15.3 26.7 36.1 40.6 PH UNIT 1 Lift 81A
19-06-09 D 666 FC IB C 35 42.5N 300 15.7 26.9 36.6 40.9 PH UNIT 1 Lift 80A
20-06-09 N 668 FC IB C 35 42.5N 300 21.4 30.5 38.9 43.5 PH UNIT 2 Lift 51A
21-06-09 N 671 FC IB C 35 42.5N 300 15.0 24.9 40.0 43.6 PH UNIT 4 Lift 50
22-06-09 D 673 FC IB C 35 42.5N 300 15.4 26.5 36.4 41.3 PH UNIT 5 Lift 54-55
24-06-09 D 676 FC IB C 35 42.5N 300 17.5 28.9 35.1 42.8 PH UNIT 4 Lift 80
25-06-09 N 680 FC IB C 35 42.5N 300 19.1 28.7 39.2 45.3 PH UNIT 1 Lift 81A
26-06-09 N 683 FC IB C 35 42.5N 300 16.3 27.1 37.2 41.7 PH UNIT 3 Lift 15A
26-06-09 D 684 FC IB-7 C 35 42.5N 270 16.3 28.7 37.0 41.6 PH UNIT 3 Lift 15A
27-06-09 D 688 FC IB-2 C 30 42.5N 270 15.0 26.0 34.8 38.7 PH UNIT 1 LEFT BANK
29-06-09 D 691 FC IB-2 C 30 42.5N 270 14.1 26.1 35.3 39.3 PH UNIT 1 Lift 82A
30-06-09 N 692 FC IB-7 C 35 42.5N 270 21.0 29.8 38.3 43.2 PH UNIT 5 Lift 10B
02-07-09 D 696 FC IB-2 C 30 42.5N 270 15.3 25.9 33.9 36.9 PH UNIT 1 WALL 7
03-07-09 D 698 FC IB-2 C 30 42.5N 270 14.3 26.7 39.0 44.2 PH UNIT 3 Lift 80A
04-07-09 N 699 FC IB-7 C 35 42.5N 270 19.0 30.7 38.6 43.4 PH UNIT 5 Lift 12
04-07-09 N 700 FC IB-2 C 30 42.5N 270 13.8 26.2 35.6 39.8 PH UNIT 5 Lift 12
07-07-09 D 702 FC IB C 35 42.5N 300 17.0 26.6 38.5 40.6 PH UNIT 2 Lift 51B
09-07-09 N 707 FC IB-2 C 30 42.5N 270 13.7 24.8 35.5 40.2 PH UNIT 1 Lift 82A
09-07-09 D 708 FC IB-2 C 30 42.5N 270 13.2 25.2 35.7 39.6 PH UNIT 1 WALL 2
09-07-09 D 709 FC IB-7 C 35 42.5N 270 17.3 31.0 39.4 42.0 PH UNIT 1 WALL 2
10-07-09 D 713 FC IB-7 C 35 42.5N 270 17.1 27.4 39.2 43.6 PH UNIT 4 Lift 14A
11-07-09 D 715 FC IB C 35 42.5N 300 17.0 28.7 37.1 42.3 PH UNIT 1 Lift 15B
12-07-09 N 717 FC IB C 35 42.5N 300 16.0 27.6 39.1 41.5 PH UNIT 5 Lift 53
12-07-09 D 718 FC IB C 35 42.5N 300 18.7 28.7 38.2 42.0 PH UNIT 1 Lift 56A
13-07-09 N 723 FC IB-2 C 30 42.5N 270 13.3 24.2 33.3 38.6 PH UNIT 1 Lift 82A
14-07-09 D 725 FC IB C 35 42.5N 300 19.6 33.7 41.4 45.5 PH UNIT 1 WALL 7 B
15-07-09 D 727 FC IB-7 C 35 42.5N 270 16.7 25.2 38.7 41.1 PH UNIT 5 Lift 11
15-07-09 D 728 FC IB C 35 42.5N 300 15.8 26.3 37.1 39.4 PH UNIT 5 Lift 11
17-07-09 N 735 FC IB-7 C 35 42.5N 270 17.0 27.9 38.4 43.7 PH UNIT 4 Lift 14B
18-07-09 N 736 FC IB C 35 42.5N 300 17.9 28.7 37.9 40.6 PH UNIT 4 Lift 14B
18-07-09 N 739 FC IB-7 C 35 42.5N 270 16.8 26.9 39.2 41.5 PH UNIT 1Lift W 12 B
19-07-09 N 742 FC IB C 35 42.5N 300 17.1 26.5 37.8 41.7 PH UNIT 1Lift W 12 B
19-07-09 D 743 FC IB-7 C 35 42.5N 270 17.7 26.5 38.8 39.3 PH UNIT 1Lift W 12 B
127
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
21-07-09 N 749 FC IB C 35 42.5N 300 15.9 28.8 38.6 43.2 PH UNIT 3 Lift 81 LEFT
22-07-09 D 750 FC IB C 35 42.5N 300 16.0 26.5 38.4 41.4 PH UNIT 1 Lift 15B2
23-07-09 N 752 FC IB-7 C 35 42.5N 270 17.6 29.3 39.5 42.9 PH UNIT 1 Lift 2 L.R.W
24-07-09 D 760 FC IB-2 C 30 42.5N 270 14.7 24.5 36.0 38.9 PH UNIT 4 Lift 51A
25-07-09 D 763 FC IB-7 C 35 42.5N 270 19.8 31.9 57.1 51.4 PH UNIT 2 Lift 15A
26-07-09 N 765 FC IB C 35 42.5N 300 18.2 28.1 39.2 40.7 PH UNIT 2 Lift 15A
26-07-09 N 766 FC IB C 35 42.5N 300 21.6 29.5 39.1 43.7 PH UNIT 3 Lift 81
28-07-09 N 769 FC IB-7 C 35 42.5N 270 17.3 28.5 39.8 42.5 PH UNIT 5 Lift 13
28-07-09 N 770 FC IB C 35 42.5N 300 16.7 29.2 39.8 43.6 PH UNIT 5 Lift 13
29-07-09 N 773 FC IB C 35 42.5N 300 21.0 30.3 38.5 43.1 PH UNIT 3 Lift 81 RIGHT
31-07-09 D 781 FC IB-7 C 35 42.5N 270 19.0 27.5 37.9 40.7 PH UNIT 1 Lift W13
04-08-09 N 788 FC IB C 35 42.5N 300 17.4 27.5 37.0 41.2 PH UNIT 1 Lift 56B
05-08-09 D 795 FC IB C 35 42.5N 300 17.7 27.2 38.8 42.7 PH UNIT 3 Lift 56A
08-08-09 N 803 FC IB C 35 42.5N 300 17.5 26.6 35.5 41.5 PH TAIL RACE WALL Lift 3
08-08-09 D 805 FC IB C 35 42.5N 300 16.2 28.2 39.7 42.7 PH UNIT 3 L82A W AXIS 13
09-08-09 D 808 FC IB C 35 42.5N 300 15.2 28.3 37.1 42.7 PH UNIT 3 Lift 15B
10-08-09 N 815 FC IB C 35 42.5N 300 16.5 27.4 36.9 42.5 PH UNIT 1 Lift WALL 8
11-08-09 N 818 FC IB C 35 42.5N 300 17.7 29.0 41.6 44.5 PH UNIT 3 Lift 82A
12-08-09 D 819 FC IB-7 C 35 42.5N 270 18.4 30.1 40.4 43.6 PH UNIT 1 WALL13B
13-08-09 N 828 FC IB C 35 42.5N 300 17.0 28.4 40.3 43.9 PH UNIT 5 Lift 80A
15-08-09 N 831 FC IB-7 C 35 42.5N 270 20.5 32.8 43.1 45.6 PH UNIT 1 Lift 82B
15-08-09 N 832 FC IB-7 C 35 42.5N 270 18.6 28.2 43.1 47.5 PH UNIT 2 Lift 52A
15-08-09 D 833 FC IB C 35 42.5N 300 19.2 28.3 41.1 45.1 PH UNIT 2 Lift 52A
16-08-09 D 836 FC IB C 35 42.5N 300 16.7 32.8 44.4 48.2 PH UNIT 3 Lift 15B2
16-08-09 N 837 FC IB C 35 42.5N 300 18.5 27.8 41.0 45.6 PH UNIT 5 Lift 80A RIGHT
18-08-09 D 845 FC IB-2 C 30 42.5N 270 21.3 27.7 35.7 40.1 PH UNIT 3 Lift 82A
20-08-09 N 854 FC IB-2 C 30 42.5N 270 21.1 28.1 34.6 38.8 PH UNIT 2 Lift 52B
20-08-09 N 855 FC IB-7 C 35 42.5N 270 18.2 25.4 41.1 44.5 PH UNIT 2 Lift 52B
21-08-09 N 857 FC IB-7 C 35 42.5N 270 17.7 31.0 40.5 44.9 PH UNIT 5 Lift 14A
21-08-09 N 860 FC IB-2 C 30 42.5N 270 17.7 28.6 34.1 38.4 PH UNIT 1 Lift 56C
23-08-09 N 868 FC IB-2 C 30 42.5N 270 16.8 26.3 35.4 38.5 PH UNIT 5 Lift 81 LEFT
23-08-09 D 869 FC IB-2 C 30 42.5N 270 16.8 28.3 37.5 41.7 PH UNIT 3 Lift 82B
27-08-09 N 883 FC IB-2 C 30 42.5N 270 16.6 25.8 36.3 39.7 PH UNIT 3 Lift 56B
27-08-09 N 887 FC IB C 35 42.5N 300 20.4 33.5 41.6 44.3 PH UNIT 5 Lift 81C WALL
28-08-09 D 889 FC IB-2 C 30 42.5N 270 16.4 25.4 36.3 39.6 PH UNIT 1 WALL 14A
31-08-09 N 896 FC IB-2 C 30 42.5N 270 13.1 25.1 35.3 38.1 PH UNIT 2 Lift 55
02-09-09 N 901 FC IB-2 C 30 42.5N 300 14.8 25.7 35.4 39.3 PH UNIT 5 Lift 81R
02-09-09 D 902 FC IB-2 C 30 42.5N 300 15.8 25.1 35.4 39.1 PH UNIT 1 Lift WALL 9
128
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
02-09-09 N 903 FC IB-7 C 35 42.5N 300 17.2 29.6 41.0 45.7 PH UNIT 2 Lift 54
04-09-09 N 907 FC IB-2 C 30 42.5N 270 13.3 25.2 36.2 40.1 PH UNIT 1 Lift 16 SLAB
07-09-09 N 922 FC IB C 35 42.5N 330 25.9 35.2 44.8 47.5 PH UNIT 2 Lift 53
08-09-09 N 926 FC IB-7 C 35 42.5N 300 21.5 31.3 40.2 44.2 PH UNIT 1 Lift 83
08-09-09 D 927 FC IB-2 C 30 42.5N 300 15.4 25.8 36.4 39.9 PH UNIT 1 Lift 83
10-09-09 D 934 FC IB-2 C 30 42.5N 300 15.5 25.5 36.9 39.1 PH UNIT 1 Lift 57
12-09-09 N 938 FC IB-7 C 35 42.5N 300 21.9 30.3 38.4 43.8 PH TAIL RACE WALL Lift 4
12-09-09 N 939 FC IB-2 C 30 42.5N 300 19.6 28.1 37.1 40.4 PH UNIT 1 Lift WALL 14B
15-09-09 D 951 FC IB C 35 42.5N 330 19.7 31.2 40.3 43.8 PH Lift WALL 9 COL.C4
15-09-09 N 952 FC IB-2 C 30 42.5N 300 14.5 27.6 35.8 39.7 PH UNIT 1 Lift 84A
16-09-09 D 954 FC IB-2 C 30 42.5N 300 15.6 26.8 34.8 38.3 PH UNIT 5 Lift 82A WALL
16-09-09 D 956 FC IB-2 C 30 42.5N 300 14.0 25.1 34.0 38.0 PH UNIT 3 Lift 56C
17-09-09 N 959 FC IB-2 C 30 42.5N 300 15.8 26.7 36.8 42.8 PH TAIL RACE WALL Lift 5
18-09-09 D 960 FC IB-2 C 30 42.5N 300 19.3 29.8 39.7 45.8 PH UNIT 3 Lift 83A
18-09-09 D 963 FC IB-2 C 30 42.5N 300 15.8 25.6 35.5 41.2 PH UNIT 1 Lift 15C
19-09-09 D 966 FC IB-2 C 30 42.5N 300 16.7 26.7 35.5 41.7 PH Lift W 10 BEAM AXIS C
20-09-09 N 970 FC IB-2 C 30 42.5N 300 21.5 30.4 40.7 44.9 PH UNIT 5 Lift 82 WALL
21-09-09 D 972 FC IB-2 C 30 42.5N 300 14.7 25.4 36.0 39.8 PH Lift WALL 30 AXIS A
23-09-09 D 978 FC IB-2 C 30 42.5N 300 15.6 26.5 35.6 41.2 PH TAIL RACE WALL Lift 6
24-09-09 D 981 FC IB-2 C 30 42.5N 300 20.5 31.8 39.9 45.7 PH UNIT 5 Lift 82 RIGHT W
24-09-09 N 983 FC IB-2 C 30 42.5N 300 19.8 30.2 39.5 44.6 PH UNIT 1 Lift 15C CENTRE
25-09-09 D 989 FC IB-2 C 30 42.5N 300 16.0 24.9 33.6 40.2 PH UNIT 3 Lift 83B
26-09-09 N 1001 FC IB-2 C 30 42.5N 300 19.2 33.6 39.3 45.9 PH UNIT 1 Lift 57B
27-09-09 D 1003 FC IB-2 C 30 42.5N 300 17.7 27.4 37.0 40.4 PH UNIT 1 Lift 1 Lift 84B
27-09-09 N 1004 FC IB-7 C 35 42.5N 300 19.9 31.0 39.9 44.6 PH UNIT 1 Lift 1 Lift 84B
29-09-09 D 1007 FC IB C 35 42.5N 330 19.8 30.5 40.0 45.7 PH UNIT 1 Lift 15C CENTRE
01-10-09 D 1017 FC M6 C 40 42.5N 380 20.6 33.5 46.0 51.0 PH COLUMN 21C EL:1103.6
01-10-09 D 1018 FC IB-2 C 30 42.5N 300 16.5 26.2 33.2 36.3 PH UNIT 3 Lift 57A
02-10-09 D 1023 FC IB-2 C 30 42.5N 300 16.4 24.9 35.5 41.9 PH UNIT 1 Lift P2
03-10-09 N 1025 FC IB-2 C 30 42.5N 300 18.3 27.6 36.9 39.6 PH UNIT 3 Lift 84A
05-10-09 D 1026 FC M6 C 40 42.5N 380 26.7 36.5 46.7 52.5 PH WALL 22C EL:1103.6
05-10-09 D 1027 FC IB-2 C 30 42.5N 300 17.0 27.1 36.8 42.3 PH LIFT WALL 31A
06-10-09 N 1030 FC IB-2 C 30 42.5N 300 14.9 24.0 34.5 38.5 PH TAILRACE WALL LIFT 9
08-10-09 D 1037 FC IB-2 C 30 42.5N 300 18.7 30.2 36.8 44.4 PH UNIT 4 Lift 51B
09-10-09 D 1044 FC M6 C 40 42.5N 380 25.9 41.8 50.7 54.3 PH LIFT WALL COLUMN 21C
09-10-09 N 1045 FC IB-2 C 30 42.5N 300 15.1 28.1 34.8 42.1 PH UNIT 5 Lift 82B
10-10-09 N 1047 FC IB-2 C 30 42.5N 300 20.2 30.2 43.4 49.1 PH UNIT 3 Lift 84B
10-10-09 N 1052 FC IB C 35 42.5N 330 20.5 29.0 40.4 45.6 PH U 1 Lift 58 COL. AXIS 19
129
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
12-10-09 D 1057 FC M6 C 40 42.5N 380 31.6 45.7 49.3 57.9 PH LIFT WALL COLUMN 21C
13-10-09 D 1060 FC IB-2 C 30 42.5N 300 23.8 33.5 42.4 47.4 PH Lift WALL 31B
13-10-09 N 1063 FC IB-2 C 30 42.5N 300 18.6 31.9 37.1 46.2 PH UNIT 2 Lift 80A
14-10-09 N 1064 FC IB-2 C 30 42.5N 300 23.0 31.2 37.4 46.5 PH UNIT 1 Lift 58
15-10-09 N 1067 FC IB-7 C 35 42.5N 300 24.2 34.9 41.0 50.1 PH UNIT 1 Lift 58
15-10-09 D 1068 FC IB-2 C 30 42.5N 300 23.3 34.1 39.8 48.6 PH UNIT 1 Lift 58
15-10-09 N 1073 FC IB-2 C 30 42.5N 300 15.1 27.1 35.8 40.6 PH TAILRACE W LIFT 7-10
16-10-09 N 1076 FC IB-2 C 30 42.5N 300 15.6 25.8 36.7 39.6 PH UNIT 3 Lift 16 SLAB
17-10-09 D 1080 FC JC C 25 42.5N 300 13.5 25.9 34.5 37.9 PH UNIT 4 Lift 80A
17-10-09 D 1081 FC JC C 25 42.5N 300 13.1 25.8 34.5 37.3 PH UNIT 1 Lift 16
18-10-09 N 1082 FC JC C 25 42.5N 300 15.0 25.4 31.7 36.0 PH U 1 COL. 58 AXIS 21
18-10-09 N 1083 FC JC C 25 42.5N 300 14.7 25.0 32.2 36.0 PH UNIT 3 Lift 57B
20-10-09 N 1090 FC IB C 35 42.5N 330 23.6 32.2 40.6 44.6 PH UNIT 5 Lift 56A
21-10-09 N 1097 FC IB C 35 42.5N 330 19.9 32.0 41.3 50.1 PH RETAINING W LIFT 18
23-10-09 N 1102 FC IB C 35 42.5N 330 24.3 31.7 39.9 45.4 PH UNIT 4 Lift 15A
23-10-09 N 1103 FC IB C 35 42.5N 330 19.5 28.9 38.4 44.4 PH UNIT 4 Lift 15A
24-10-09 D 1106 FC IB C 35 42.5N 330 23.7 30.4 40.0 49.5 PH UNIT 1 Lift 16
24-10-09 D 1109 FC IB C 35 42.5N 330 21.3 30.6 40.7 46.3 PH RETAINING W LIFT 19
26-10-09 D 1116 FC IB-7 C 35 42.5N 300 21.4 30.5 39.3 49.0 PH UNIT 1 Lift 59
27-10-09 N 1118 FC IB C 35 42.5N 330 23.3 30.9 39.4 48.4 PH U 3 Lift 58 COL. AXIS 59
30-10-09 N 1127 FC IB C 35 42.5N 330 17.1 29.7 38.6 43.0 PH UNIT 3 Lift 58
30-10-09 D 1129 FC IB C 35 42.5N 330 16.3 29.9 39.3 42.8 PH UNIT 1 Lift 17
30-10-09 D 1131 FC IB C 35 42.5N 330 17.3 29.9 39.8 44.9 PH UNIT 4 Lift 52A
31-10-09 D 1132 FC IB-7 C 35 42.5N 300 16.4 28.3 39.1 43.5 PH UNIT 4 Lift 52A
31-10-09 D 1133 FC IB C 35 42.5N 330 16.3 27.7 38.1 42.5 PH UNIT 2 Lift 15B
03-11-09 N 1137 FC IB C 35 42.5N 330 17.7 29.5 39.8 43.7 PH UNIT 3 Lift 15C
03-11-09 N 1138 FC IB C 35 42.5N 330 17.4 28.2 39.4 44.1 PH UNIT 3 COLUMN 58
03-11-09 D 1140 FC IB C 35 42.5N 330 16.2 27.8 38.6 48.4 PH UNIT 5 Lift 83A
04-11-09 D 1144 FC IB-7 C 35 42.5N 300 17.5 29.6 39.4 41.8 PH UNIT 5 Lift 52B
05-11-09 N 1145 FC IB C 35 42.5N 330 22.9 30.5 40.5 50.7 PH UNIT 4 Lift 52B
05-11-09 N 1146 FC M6 C 40 42.5N 380 26.2 36.7 46.3 52.5 PH UNIT 4 Lift 52B
05-11-09 N 1147 FC IB C 35 42.5N 330 15.9 28.3 39.5 44.6 PH UNIT 5 Lift 56B
06-11-09 N 1150 FC IB C 35 42.5N 330 22.4 31.2 41.5 50.7 PH UNIT 3 Lift 85
07-11-09 N 1154 FC IB-2 C 30 42.5N 300 18.8 29.4 39.3 47.7 PH UNIT 1 Lift 17
08-11-09 D 1159 FC IB-2 C 30 42.5N 300 15.8 27.6 36.0 39.2 PH UNIT 1 Lift 17 WALL
08-11-09 D 1160 FC IB-2 C 30 42.5N 300 15.6 27.0 35.9 40.2 PH UNIT 3 Lift 15C
09-11-09 N 1161 FC IB-2 C 30 42.5N 300 15.9 26.7 35.6 39.8 PH UNIT 1 Lift 15B3
09-11-09 D 1163 FC IB-7 C 35 42.5N 300 20.8 30.5 40.7 50.9 PH UNIT 5 Lift 14B
130
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
09-11-09 D 1164 FC IB-2 C 30 42.5N 300 19.1 28.1 36.3 44.8 PH UNIT 5 Lift 14B
11-11-09 N 1172 FC IB-2 C 30 42.5N 300 15.1 27.2 37.2 42.5 PH UNIT 5 Lift 83B
12-11-09 N 1174 FC IB-2 C 30 42.5N 300 18.6 28.9 36.7 40.4 PH UNIT 1 Lift 60 COLUMN
12-11-09 N 1179 FC IB-2 C 30 42.5N 300 16.6 26.6 35.0 39.9 PH UNIT 3 Lift WALL 15B
13-11-09 D 1181 FC IB-7 C 35 42.5N 300 17.6 27.3 36.9 42.2 PH UNIT 1 Lift 80
13-11-09 D 1182 FC IB-2 C 30 42.5N 300 16.2 25.6 33.6 37.5 PH UNIT 1 Lift 86
14-11-09 D 1184 FC IB-2 C 30 42.5N 300 14.3 26.4 31.9 35.7 PH UNIT 3 Lift 15B & 15C
16-11-09 D 1191 FC IB-2 C 30 42.5N 300 15.8 29.9 35.9 44.1 PH UNIT 3 L 16 CENTRE W.
17-11-09 N 1192 FC IB-2 C 30 42.5N 300 20.4 29.3 39.1 46.3 PH Lift WALL 15
17-11-09 N 1194 FC IB-2 C 30 42.5N 300 16.8 25.3 33.4 34.9 PH UNIT 1 Lift 60
17-11-09 D 1195 FC IB-2 C 30 42.5N 300 15.7 25.3 35.2 41.9 PH UNIT 2 Lift 15B4
18-11-09 N 1199 FC IB-2 C 30 42.5N 300 14.5 25.4 35.7 42.0 PH TAILRACE Lift 20
18-11-09 D 1201 FC M6 C 40 42.5N 380 24.3 37.6 51.4 59.0 PH UNIT 1 Lift 15C & 16
19-11-09 N 1203 FC IB-2 C 30 42.5N 300 16.7 24.0 33.0 37.5 PH UNIT 4 Lift 54 & 55
19-11-09 D 1204 FC IB-7 C 35 42.5N 300 18.1 28.3 38.9 45.6 PH UNIT 4 Lift 54 & 55
19-11-09 D 1205 FC IB-2 C 30 42.5N 300 14.0 26.7 35.9 42.7 PH UNIT 2 Lift 16
22-11-09 N 1209 FC IB-2 C 30 42.5N 300 13.3 25.9 33.9 40.4 PH UNIT 1 Lift 18
22-11-09 N 1210 FC IB-2 C 30 42.5N 300 15.3 26.6 35.6 39.8 PH UNIT 3 Lift 15C
22-11-09 N 1212 FC IB-2 C 30 42.5N 300 17.5 27.0 33.3 40.6 PH UNIT 5 Lift 56C
22-11-09 D 1213 FC IB-2 C 30 42.5N 300 14.7 25.6 34.6 38.9 PH UNIT 3 Lift 59
23-11-09 D 1215 FC M6 C 40 42.5N 380 20.2 36.6 44.2 51.8 PH UNIT 1 Lift P1
25-11-09 N 1220 FC IB-2 C 30 42.5N 300 16.8 26.1 37.3 47.5 PH UNIT 1 Lift 17
25-11-09 D 1221 FC IB-2 C 30 42.5N 300 17.2 27.6 38.0 45.9 PH RETAINING WALL
26-11-09 N 1222 FC IB-2 C 30 42.5N 300 14.7 25.8 37.5 41.1 PH UNIT 5 Lift 15A
26-11-09 N 1223 FC IB-7 C 35 42.5N 300 16.3 26.8 37.2 41.5 PH UNIT 5 Lift 15A
27-11-09 N 1227 FC IB-2 C 30 42.5N 300 17.5 25.2 35.3 39.2 PH UNIT 1 Lift 18
28-11-09 N 1229 FC IB-2 C 30 42.5N 300 15.1 24.8 34.1 37.7 PH UNIT 5 Lift 84
28-11-09 N 1230 FC IB-7 C 35 42.5N 300 18.4 29.5 40.2 44.6 PH UNIT 5 Lift 84
30-11-09 D 1232 FC IB-2 C 30 42.5N 300 14.9 24.7 34.9 39.0 PH UNIT 3 Lift 16
01-12-09 D 1236 FC IB-2 C 30 42.5N 300 15.3 24.2 34.7 38.5 PH UNIT 1 Lift WALL16
03-12-09 N 1240 FC IB-2 C 30 42.5N 300 16.8 28.9 36.9 40.5 PH UNIT 5 Lift 15B
04-12-09 D 1242 FC IB-2 C 30 42.5N 300 14.6 25.5 34.9 38.2 PH UNIT 3 Lift 86
04-12-09 D 1244 FC IB-2 C 30 42.5N 300 14.4 25.4 34.7 37.7 PH UNIT 2 Lift 15A
05-12-09 D 1246 FC IB-2 C 30 42.5N 300 15.1 27.1 35.1 39.3PH UNIT 2 Lift 15B CENTRE
WALL
05-12-09 D 1248 FC IB-2 C 30 42.5N 300 16.7 28.5 38.3 41.6PH UNIT 2 Lift 15B CENTRE
WALL
06-12-09 D 1250 FC IB-2 C 30 42.5N 300 18.0 26.0 32.7 39.4PH RETAINING WALL LIFT
21
06-12-09 N 1254 FC IB C 35 42.5N 330 16.9 28.6 38.4 43.8 PH UNIT 4 Lift 15B4
131
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
06-12-09 D 1255 FC IB-2 C 30 42.5N 300 14.7 24.0 33.3 37.7 PH UNIT 1 Lift 61
07-12-09 N 1256 FC IB-2 C 30 42.5N 300 17.4 24.8 34.2 41.2 PH UNIT 3 Lift 60
07-12-09 D 1257 FC IB-2 C 30 42.5N 300 15.2 25.7 35.4 39.6 PH UNIT 2 Lift 15C
09-12-09 N 1264 FC IB-2 C 30 42.5N 300 14.0 25.3 34.3 37.4PH UNIT 1 Lift P3, P4, P5
AXIS 17
09-12-09 N 1267 FC IB-2 C 30 42.5N 300 14.2 24.7 34.4 36.5 PH UNIT 1 Lift 19
11-12-09 D 1271 FC IB-2 C 30 42.5N 300 19.0 29.4 37.3 43.1PH UNIT 3 Lift 60 CENTRAL
WALL
11-12-09 D 1273 FC IB-2 C 30 42.5N 300 14.9 25.3 34.7 38.8PH UNIT 1 Lift 62 AXIS 18
EL:1098.2-110
12-12-09 N 1275 FC IB-7 C 35 42.5N 300 19.9 30.2 37.1 45.4 PH UNIT 2 Lift 56B
12-12-09 D 1278 FC IB-2 C 30 42.5N 300 15.2 24.9 34.4 37.5 PH UNIT 1 Lift 19
12-12-09 D 1281 FC IB-2 C 30 42.5N 300 15.1 25.3 34.0 39.2 PH UNIT 1 Lift 62 AXIS 20
13-12-09 N 1282 FC IB-2 C 30 42.5N 300 15.3 25.1 32.2 35.9PH UNIT 1 RETAINING
WALL Lift 8
14-12-09 D 1284 FC IB-2 C 30 42.5N 300 14.2 24.8 34.6 38.0 PH UNIT 3 Lift 16
15-12-09 N 1285 FC IB-2 C 30 42.5N 300 17.7 26.6 34.4 38.5 PH UNIT 1 Lift 87A & 87B
15-12-09 N 1286 FC IB-2 C 30 42.5N 300 18.1 27.1 36.3 40.8 PH UNIT 1 Lift 87A & 87B
16-12-09 D 1291 FC JC C 25 42.5N 300 13.7 24.3 32.7 36.7 PH UNIT 1 Lift 18B
17-12-09 N 1292 FC IB-2 C 30 42.5N 300 16.0 25.8 34.6 37.5 PH UNIT 4 Lift 81
18-12-09 N 1296 FC IB-2 C 30 42.5N 300 20.4 29.5 37.5 44.5 PH UNIT 1 Lift 19
18-12-09 N 1297 FC IB-2 C 30 42.5N 300 19.5 28.4 37.5 43.0 PH UNIT 1 Lift P3
18-12-09 N 1300 FC IB-2 C 30 42.5N 300 16.5 26.3 36.2 41.5 PH UNIT 5 Lift 85
19-12-09 N 1303 FC JC C 25 42.5N 300 13.6 26.4 33.3 37.8 PH UNIT 1 Lift 18B
20-12-09 N 1305 FC IB-7 C 35 42.5N 300 17.7 28.9 37.5 41.9 PH RETAINING WALL
20-12-09 D 1306 FC IB-2 C 30 42.5N 300 14.1 24.9 34.0 37.6 PH UNIT 2 Lift 65C
21-12-09 N 1309 FC IB-2 C 30 42.5N 300 19.2 28.4 34.4 39.7 PH UNIT 4 Lift 16
22-12-09 D 1313 FC IB-2 C 30 42.5N 300 17.9 27.8 37.1 40.8 PH UNIT 5 Lift 57A
22-12-09 N 1316 FC IB-2 C 30 42.5N 300 16.4 29.7 38.1 44.0 PH UNIT 2 Lift 81 RIGHT
29-12-09 N 1320 FC IB-2 C 30 42.5N 300 15.2 25.2 34.8 39.9 PH UNIT 2 Lift 81 AXIS 13
29-12-09 D 1323 FC IB-2 C 30 42.5N 300 15.1 25.3 35.1 40.6 PH UNIT 1 AXIS 18
30-12-09 N 1327 FC JC C 25 42.5N 300 14.0 23.8 31.0 34.7 PH UNIT 1 Lift 19B
02-01-10 D 1333 FC IB-2 C 30 42.5N 300 14.4 25.4 34.4 40.3 PH Unit 1 Lift P4
02-01-10 N 1334 FC M6 C 40 42.5N 380 25.4 38.6 47.8 54.8 PH Unit 1 Lift P4
03-01-10 N 1336 FC IB-2 C 30 42.5N 300 15.6 25.3 34.9 39.8 PH Unit 1 Lift 63 Column axis 20
03-01-10 D 1337 FC IB-2 C 30 42.5N 300 20.7 28.5 37.7 48.3 PH Unit 4 Lift 56A
04-01-10 D 1342 FC IB-2 C 30 42.5N 300 17.8 29.1 36.2 43.4 PH Unit 3 Lift 61
04-01-10 D 1344 FC IB-2 C 30 42.5N 300 14.8 25.1 33.4 37.9 PH Unit 2 Lift 15C
05-01-10 N 1346 FC IB-2 C 30 42.5N 300 14.3 25.8 33.2 38.1 PH Unit 5 Lift 15B/B2
05-01-10 N 1347 FC IB-2 C 30 42.5N 300 14.7 26.3 32.8 38.5 PH Unit 3 Lift 17
132
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
06-01-10 N 1349 FC IB-2 C 30 42.5N 300 14.7 24.9 33.1 38.5 PH Unit 1 Lift 62 Wall Axis 20 - 21
07-01-10 N 1354 FC IB-2 C 30 42.5N 300 15.1 25.6 35.1 40.4 PH Unit 1 Lift 64 Column axis 20 -17
07-01-10 N 1355 FC IB-2 C 30 42.5N 300 14.8 25.2 34.8 39.8 PH Unit 1 Lift 20 axis 17 - 21
07-01-10 D 1356 FC IB-2 C 30 42.5N 300 14.8 25.4 33.0 36.3 PH Unit 2 Lift 57A
08-01-10 D 1361 FC IB-2 C 30 42.5N 300 14.2 24.7 32.4 36.8 PH Unit 1 Lift 81CENTER WALL
08-01-10 D 1364 FC IB-2 C 30 42.5N 300 15.4 26.7 33.1 37.5 PH Unit 2 Lift 82A LEFT SIDE WALL
09-01-10 D 1367 FC IB-2 C 30 42.5N 300 15.2 24.6 32.4 37.4 PH Unit 1 Lift WALL 17
09-01-10 D 1368 FC IB-2 C 30 42.5N 300 14.4 25.6 33.7 39.4 PH Unit 3 Lift P2
09-01-10 N 1069 FC IB-2 C 30 42.5N 300 15.3 25.8 34.7 39.9 PH Unit 1 Lift 64 Column axis 20 -18
10-01-10 D 1371 FC IB C 35 42.5N 330 18.8 29.3 40.8 45.6 PH Unit 1 Lift 62 Wall Axis 17 18
10-01-10 D 1372 FC IB-2 C 30 42.5N 300 15.6 26.6 34.7 40.1 PH Unit 4 Lift 81 LEFT WALL
11-01-10 N 1380 FC IB C 35 42.5N 330 18.3 29.6 38.0 45.3 PH Unit 1 Lift 64 Column axis 17
12-01-10 N 1383 FC IB-2 C 30 42.5N 300 16.8 27.4 37.8 43.7 PH Unit 5 Lift 87B
13-01-10 N 1384 FC IB C 35 42.5N 330 22.6 31.8 40.5 44.4 PH Unit 5 Lift 15 - B4
13-01-10 N 1388 FC IB-2 C 30 42.5N 300 14.5 26.6 33.4 38.3 PH Unit 1 Lift 88
14-01-10 N 1389 FC IB-2 C 30 42.5N 300 14.7 25.5 33.4 38.0 PH Unit 1 Lift 20
14-01-10 D 1392 FC IB-2 C 30 42.5N 300 15.3 25.8 33.1 37.5 PH Unit 5 Lift 81
14-01-10 N 1395 FC IB C 35 42.5N 330 17.1 29.6 39.4 44.8 PH Unit 1 Lift 64 Column axis 17
15-01-10 D 1396 FC IB C 35 42.5N 330 16.0 32.4 38.1 42.8 PH Unit 3 Lift 15B4
16-01-10 D 1400 FC IB-2 C 30 42.5N 300 14.8 25.9 33.3 38.8 PH Unit 3 Lift 17CENTER WALL
16-01-10 N 1404 FC IB-2 C 30 42.5N 300 15.1 25.9 34.6 36.6 PH UNIT 2 Lift 82H RRC Wall
18-01-10 N 1411 FC IB-2 C 30 42.5N 300 15.4 25.7 32.9 36.1 PH UNIT 1 Lift 16A
19-01-10 D 1417 FC IB-2 C 30 42.5N 300 14.7 26.2 35.5 39.6 PH UNIT 2 Lift 57B
19-01-10 N 1418 FC IB-2 C 30 42.5N 300 15.3 24.4 33.3 35.8 PH Unit 3 Lift 17CENTER WALL
19-01-10 N 1419 FC IB-2 C 30 42.5N 300 15.6 24.5 31.9 34.7 PH UNIT 2 Lift 82A Center wall
20-01-10 N 1425 FC IB C 35 42.5N 330 13.0 27.8 25.0 40.5 PH UNIT 1 Lift 21A22-01-10 N 1429 FC IB-2 C 30 42.5N 300 18.9 27.3 38.1 39.1 PH UNIT 2 Lift 16 Left side
22-01-10 N 1430 FC IB-2 C 30 42.5N 300 18.7 28.7 36.5 42.0PH UNIT 4 Lift 82 Wall left
side23-01-10 N 1436 FC IB-2 C 30 42.5N 300 17.6 27.4 36.7 39.0 PH UNIT 3 Lift 8723-01-10 N 1441 FC IB-2 C 30 42.5N 300 14.8 25.1 34.7 40.6 PH UNIT 4 Lift 56B
24-01-10 N 1442 FC IB-2 C 30 42.5N 300 17.3 26.5 34.2 40.3PH UNIT 4 Lift 15C Center
Wall24-01-10 D 1446 FC IB-2 C 30 42.5N 300 15.3 24.8 33.5 39.2 PH Unit 1 Lift 8825-01-10 N 1453 FC M6 C 40 42.5N 380 24.6 33.7 46.0 49.5 PH Unit 3 Lift P1
26-01-10 D 1455 FC IB-2 C 30 42.5N 300 14.7 25.5 33.4 35.6PH UNIT 4 Lift 82A Wall Left
side
26-01-10 N 1457 FC IB-2 C 30 42.5N 300 15.6 25.4 33.6 36.5PH UNIT 1 Retaining wall Lift
22-12
29-01-10 N 1468 FC IB C 35 42.5N 330 17.6 28.7 36.6 39.8PH UNIT 2 Lift 82B D/Stream
Slab29-01-10 N 1470 FC IB-2 C 30 42.5N 300 14.7 24.2 33.7 37.9 PH Unit 1 Lift 21B
133
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
29-01-10 D 1473 FC IB-2 C 30 42.5N 300 15.6 25.3 34.3 37.8 PH UNIT 4 Lift 82A Center wall
30-01-10 N 1475 FC IB-2 C 30 42.5N 300 13.9 25.1 33.7 37.5 PH Unit 1 Lift P5
01-02-10 N 1481 FC IB-2 C 30 42.5N 300 14.7 26.0 33.8 40.9PH Unit 2 Lift 58 Column axis
17&1302-02-10 N 1482 FC R C 20 42.5N 250 13.6 20.4 27.1 31.9 PH Unit 5 UPSTREAM SLAB03-02-10 N 1491 FC IB-2 C 30 42.5N 300 14.6 24.7 32.6 36.5 PH Unit 2 Lift 16C WALL03-02-10 N 1492 FC IB-2 C 30 42.5N 300 15.8 28.8 36.8 41.9 PH Unit 4 Lift 56C
04-02-10 N 1498 FC IB-2 C 30 42.5N 300 15.4 25.1 34.3 39.8PH Unit 4 Lift 15C CENTRE
WALL 06-02-10 N 1504 FC IB-2 C 30 42.5N 300 20.0 29.6 36.0 43.1 PH Unit 2 Lift 58 06-02-10 N 1505 FC IB-2 C 30 42.5N 300 20.3 30.2 35.0 43.2 PH Unit 2 Lift 16 RALT SAIT
06-02-10 N 1506 FC IB-2 C 30 42.5N 300 15.4 25.4 34.8 39.3PH Unit 5 Lift 58 Column LEFT
SIDE 07-02-10 N 1514 FC IB C 35 42.5N 330 23.6 30.1 40.6 46.6 PH Unit 1 Lift 22A&22B 08-02-10 N 1520 FC JC C 30 42.5N 300 13.6 24.5 31.2 36.5 PH Unit 5 Lift 15C Centre Wall 09-02-10 N 1522 FC IB-2 C 30 42.5N 300 18.8 27.1 34.3 37.6 PH Unit 4 Lift 15C Left WALL 09-02-10 N 1523 FC IB-2 C 30 42.5N 300 18.3 27.6 33.7 39.6 PH Unit 2 Lift P2 10-02-10 N 1529 FC IB-2 C 30 42.5N 300 18.5 28.6 37.0 41.4 PH Unit 5 Lift 58 10-02-10 N 1535 FC IB-2 C 30 42.5N 300 15.0 28.6 32.7 39.0 PH Unit 3 Lift 18A Centre Wall 11-02-10 N 1536 FC IB-2 C 30 42.5N 300 18.4 25.8 32.7 37.1 PH Unit 4 Lift 82B Slab
11-02-10 D 1539 FC IB-2 C 30 42.5N 300 15.6 24.5 31.8 36.1 PH Unit 3 Lift 18 Right Side Wall
13-02-10 D 1550 FC IB-2 C 30 42.5N 300 15.1 24.7 32.9 36.3PH Unit 4 Lift 15C Right Side
Wall 14-02-10 D 1554 FC IB-2 C 30 42.5N 300 15.1 24.5 32.7 36.2 PH Unit 2 Lift 7 Left Wall 16-02-10 N 1558 FC IB-2 C 30 42.5N 300 18.9 30.8 38.9 45.1 PH Unit 1 Lift 23 16-02-10 N 1564 FC JC C 30 42.5N 300 13.3 24.0 30.4 38.5 PH Unit 1 Lift P7A17-02-10 D 1568 FC IB-2 C 30 42.5N 300 15.3 24.4 32.6 35.7 PH Unit 3 Lift 18 Side Wall 18-02-10 N 1571 FC M6 C 40 42.5N 380 24.7 34.8 43.7 47.9 PH Unit 2 Lift P118-02-10 D 1576 FC IB-2 C 30 42.5N 300 14.2 24.0 33.2 37.8 PH Unit 2 Lift 5918-02-10 N 1577 FC M6 C 40 42.5N 380 25.0 35.1 44.0 50.6 PH Unit 2 Lift 16 Centre Wall 19-02-10 N 1579 FC IB-2 C 30 42.5N 300 19.5 27.6 35.5 40.1 PH Unit 5 Lift 15C 20-02-10 D 1585 FC IB-7 C 35 42.5N 300 23.8 30.5 44.6 48.0 PH Unit 2 Lift 82A20-02-10 D 1586 FC IB-2 C 30 42.5N 300 14.6 23.5 31.5 35.0 PH Unit 5 Lift 8622-02-10 N 1593 FC IB-2 C 30 42.5N 300 15.8 24.9 32.8 36.4 PH Unit 4 Lift 16 Centre Wall
22-02-10 D 1594 FC IB-2 C 30 42.5N 300 14.9 24.1 31.4 36.2 PH Unit 1 Lift 25 Left Side Wall
24-02-10 N 1603 FC IB-2 C 30 42.5N 300 16.7 27.1 36.6 43.4 PH Unit 1 Lift 25A Centre Wall 24-02-10 N 1605 FC IB-2 C 30 42.5N 300 14.5 24.5 31.3 36.8 PH Unit 4 Lift 83A24-02-10 D 1606 FC IB-2 C 30 42.5N 300 14.9 25.1 33.8 38.1 PH Unit 4 Lift 83A24-02-10 N 1607 FC IB-2 C 30 42.5N 300 15.6 25.8 35.7 40.5 PH Unit 4 Lift 83A25-02-10 N 1608 FC JC C 30 42.5N 300 16.8 25.5 30.0 36.6 PH Unit 1 Lift P8 & P926-02-10 D 1621 FC IB-2 C 30 42.5N 300 15.9 22.5 30.9 33.9 PH Unit 1 Lift 8927-02-10 D 1623 FC IB-2 C 30 42.5N 300 19.0 28.1 35.7 40.8 PH Unit 2 Lift 83B27-02-10 N 1624 FC IB-2 C 30 42.5N 300 19.0 28.9 35.9 40.5 PH Unit 1 Lift 25A Wall Axis 17
02-03-10 D 1632 FC IB-2 C 30 42.5N 300 14.5 24.1 31.4 36.2 PH Unit 2 Lift 17 Right side wall
02-03-10 N 1633 FC IB-2 C 30 42.5N 300 18.3 28.1 37.2 40.1 PH Unit 2 Lift 17 Right side wall
03-03-10 D 1641 FC IB-2 C 30 42.5N 300 14.8 32.2 31.0 35.2 PH Unit 4 Lift 57A
03-03-10 N 1643 FC IB-2 C 30 42.5N 300 15.2 24.8 33.0 37.3PH Unit 1 Lift 64 Wall axis
20 - 21
04-03-10 N 1647 FC IB-2 C 30 42.5N 300 14.9 24.6 33.6 36.8PH Unit 1 Lift 64 Wall axis
17 - 18
134
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
05-03-10 D 1648 FC IB-2 C 30 42.5N 300 14.5 23.3 31.3 36.5 PH Unit 2 Lift 8405-03-10 N 1652 FC IB-2 C 30 42.5N 300 14.9 25.2 33.8 37.3 PH Unit 2 Lift 8406-03-10 N 1654 FC IB-2 C 30 42.5N 300 14.4 23.9 31.8 35.8 PH Unit 2 Lift 18 centre wall07-03-10 N 1658 FC IB-2 C 30 42.5N 300 14.3 23.8 32.6 36.6 PH Unit 4 Lift 16 left Wall 07-03-10 N 1659 FC IB-2 C 30 42.5N 300 14.7 23.8 31.9 35.3 PH Unit 2 Lift 6008-03-10 D 1660 FC IB-2 C 30 42.5N 300 13.7 22.2 31.8 33.5 PH Retaining wall lift 23&14
10-03-10 N 1669 FC IB-2 C 30 42.5N 300 16.5 22.9 33.3 36.0 PH Unit 2 Lift 18A Left centre wall
11-03-10 N 1673 FC JC C 30 42.5N 300 15.8 22.3 30.8 34.5 PH Unit 2 Lift P3, P4&P5 Wall12-03-10 N 1680 FC IB-2 C 30 42.5N 300 14.2 23.8 32.4 35.2 PH Unit 4 Lift 57B12-03-10 N 1683 FC IB-2 C 30 42.5N 300 14.6 24.7 31.6 37.4 PH Unit 5 Lift 16 SLAB
12-03-10 N 1685 FC JC C 30 42.5N 300 13.0 22.4 24.3 30.9 PH Unit 1 Lift 90 Column axis 17
13-03-10 N 1686 FC IB-2 C 30 42.5N 300 15.1 23.1 32.4 36.7 PH Unit 2 Lift 18A Right side wall
13-03-10 D 1688 FC IB-2 C 30 42.5N 300 17.6 28.2 34.4 38.7 PH Unit 1 Lift 90 Column axis 18
14-03-10 N 1690 FC IB C 35 42.5N 330 16.4 27.7 36.8 40.3 PH Unit 2 Lift P2 14-03-10 N 1692 FC M6 C 40 42.5N 380 22.9 34.8 43.5 47.0 PH Unit 2 Lift P316-03-10 N 1696 FC IB-2 C 30 42.5N 300 14.1 23.9 32.4 36.6 PH Unit 5 Lift 15C centre wall16-03-10 D 1698 FC IB-2 C 30 42.5N 300 18.8 26.0 33.3 36.1 PH Unit 4 Lift 83B
17-03-10 N 1700 FC IB-2 C 30 42.5N 300 15.9 24.7 31.0 34.1 PH Unit 1 Lift 90 Column axis 21
17-03-10 N 1705 FC IB-2 C 30 42.5N 300 13.6 23.1 32.1 34.2 PH Unit 4 Lift 58 Column left sait
18-03-10 D 1706 FC IB-2 C 30 42.5N 300 15.5 24.7 31.1 33.9 PH Unit 4 Lift 16 Right side wall
19-03-10 N 1711 FC IB-2 C 30 42.5N 300 14.7 23.8 31.8 35.9 PH Unit 5 Lift 5919-03-10 D 1713 FC IB-2 C 30 42.5N 300 16.1 25.3 31.4 35.4 PH Unit 2 Lift P420-03-10 N 1716 FC IB-2 C 30 42.5N 300 14.3 22.9 32.7 34.5 PH Unit 2 Lift 6120-03-10 D 1717 FC IB-2 C 30 42.5N 300 15.3 23.4 30.2 33.5 PH Unit 4 Lift 17 centre wall21-03-10 N 1722 FC IB-2 C 30 42.5N 300 15.1 25.1 34.1 38.4 PH Unit 5 Lift 15C23-03-10 N 1729 FC IB C 35 42.5N 330 17.2 29.8 38.6 43.5 PH Unit 4 Lift 58 Axis 523-03-10 D 1730 FC IB-2 C 30 42.5N 300 13.9 23.1 33.2 37.2 PH Unit 2 Lift 8523-03-10 N 1731 FC IB-2 C 30 42.5N 300 14.1 23.6 32.3 36.6 PH Unit 2 Lift 8524-03-10 N 1732 FC IB-2 C 30 42.5N 300 15.5 24.4 31.2 34.1 PH Unit 4 Lift 17 left side wall24-03-10 D 1735 FC IB-2 C 30 42.5N 300 16.2 29.1 37.1 39.8 PH Unit 2 Lift 19A centre wall25-03-10 D 1740 FC IB-2 C 30 42.5N 300 14.2 23.2 32.6 35.2 PH Unit 4 Lift 8425-03-10 N 1741 FC IB C 35 42.5N 330 15.9 26.8 37.0 40.5 PH Unit 4 Lift 84
26-03-10 D 1748 FC IB C 35 42.5N 330 15.6 25.2 35.9 39.4 PH Unit 1 Lift 25B 1st Piece27-03-10 N 1752 FC IB-2 C 30 42.5N 300 13.6 22.8 33.1 36.9 PH Unit 4 Lift 58
27-03-10 D 1753 FC IB-2 C 30 42.5N 300 14.4 23.7 33.4 36.3 PH Unit 2 Lift 19 left centre wall
27-03-10 D 1754 FC JC C 30 42.5N 300 12.9 22.4 30.1 32.3 PH Unit 1 Lift 2429-03-10 D 1762 FC IB-2 C 30 42.5N 300 14.7 25.3 31.9 34.3 PH Unit 1 Lift 25A31-03-10 D 1773 FC JC C 30 42.5N 300 12.9 22.4 30.1 34.3 PH Unit 2 Lift 62 Column axis 31-03-10 D 1775 FC IB-2 C 30 42.5N 300 14.3 24.8 31.9 33.4 PH Unit 2 Lift P5
01-04-10 D 1776 FC IB-2 C 30 42.5N 300 17.9 26.8 34.8 37.5 PH Unit 5 Lift 15C left side wall
01-04-10 D 1778 FC M6 C 40 42.5N 380 25.1 34.9 46.6 49.3 PH Unit 5 Lift 16C wall
01-04-10 D 1780 FC IB-2 C 30 42.5N 300 14.4 24.6 32.4 35.8PH Unit 1 Retaining wall Lift 16 &
2402-04-10 D 1782 FC IB-2 C 30 42.5N 300 16.1 22.6 31.1 34.3 PH Unit 4 Lift 85
02-04-10 N 1788 FC IB-2 C 30 42.5N 300 14.4 23.9 32.3 34.4 PH Unit 2 Lift 19 Right side wall
135
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
08-04-10 N 1794 FC IB-2 C 30 42.5N 300 14.6 23.7 31.8 35.5 PH Unit 3 Lift 88
09-04-10 D 1797 FC IB-2 C 30 42.5N 300 13.8 23.4 32.6 35.5 PH Unit 4 Lift 17 Right side wall
10-04-10 N 1803 FC IB-2 C 30 42.5N 300 13.7 24.2 31.7 35.3 PH Unit 3 Lift 19 centre wall
13-04-10 N 1814 FC JC C 30 42.5N 300 12.5 21.9 30.5 34.6 PH Unit 5 Lift 60 Column axis 5
13-04-10 N 1815 FC IB-2 C 30 42.5N 300 13.3 23.7 32.1 36.3 PH Unit 3 Lift 19 Right side wall
15-04-10 N 1822 FC JC C 30 42.5N 300 13.6 21.9 29.9 34.4PH Unit 3 Lift 88 Column C/S
wall
15-04-10 D 1827 FC JC C 30 42.5N 300 13.5 22.2 31.3 35.8PH Unit 2 Lift 62 - 63 Column
axis 1716-04-10 N 1830 FC IB-2 C 30 42.5N 300 13.9 23.9 31.7 35.8 PH Unit 5 Lift 60 Centre wall16-04-10 N 1835 FC IB C 35 42.5N 330 15.7 25.9 36.6 40.3 PH Unit 2 Lift 18B Slab17-04-10 D 1840 FC M6 C 40 42.5N 380 22.2 32.0 43.1 46.8 PH Unit 4 Lift P118-04-10 D 1841 FC IB-2 C 30 42.5N 300 14.2 23.9 32.0 36.1 PH Unit 1 Lift 2619-04-10 N 1844 FC JC C 30 42.5N 300 12.5 20.1 31.0 33.6 PH Unit 5 Lift 60
20-04-10 D 1847 FC JC C 30 42.5N 300 12.4 21.9 30.8 33.8PH Unit 2 Lift 63 Column axis 14 -
P620-04-10 N 1848 FC IB C 35 42.5N 330 17.3 28.3 38.3 42.5 PH Unit 1 Lift 2621-04-10 N 1849 FC IB-2 C 30 42.5N 300 13.9 23.8 32.4 35.3 PH Unit 3 Lift 19 left side wall22-04-10 D 1852 FC JC C 30 42.5N 300 12.3 23.1 30.2 35.3 PH Unit 1 Lift 9023-04-10 N 1854 FC IB-2 C 30 42.5N 300 14.8 22.6 33.1 35.1 PH Unit 5 Lift 16
23-04-10 N 1857 FC JC C 30 42.5N 300 12.8 22.1 30.6 34.8PH Unit 2 Lift 63 Column axis 13 -
1724-04-10 D 1863 FC IB-2 C 30 42.5N 300 14.2 22.0 32.9 35.8 PH Unit 2 Lift 8626-04-10 N 1869 FC M6 C 40 42.5N 380 23.5 33.4 42.7 46.8 PH Unit 4 Lift 18A26-04-10 N 1870 FC IB-2 C 30 42.5N 300 13.2 23.4 35.9 38.3 PH Unit 2 Lift 19B27-04-10 N 1871 FC M6 C 40 42.5N 380 27.1 36.9 44.6 49.8 PH Unit 3 Lift P327-04-10 D 1875 FC M6 C 40 42.5N 380 21.5 33.8 41.2 43.6 PH Unit 1 Lift P628-04-10 D 1877 FC M6 C 40 42.5N 380 22.2 35.6 43.2 46.2 PH Unit 3 Lift 17 Centre wall29-04-10 N 1879 FC IB-2 C 30 42.5N 300 17.0 25.0 33.2 35.3 PH Unit 5 Lift 8730-04-10 N 1882 FC IB-2 C 30 42.5N 300 13.1 21.7 32.8 36.2 PH Unit 1 Retaining wall03-05-10 D 1884 FC IB-2 C 30 42.5N 300 13.5 24.5 31.7 34.6 PH Unit 4 Lift 5904-05-10 N 1887 FC IB C 35 42.5N 330 15.8 26.1 36.1 39.5 PH Unit 4 Lift 18 left side wall
04-05-10 D 1889 FC JC C 30 42.5N 300 16.2 28.7 36.1 40.1PH Unit 3 Lift 62 Column axis 10 -
12
04-05-10 N 1891 FC IB-2 C 30 42.5N 300 13.6 23.4 30.5 34.9 PH Unit 5 Lift 16 right side wall
06-05-10 D 1894 FC IB-2 C 30 42.5N 300 13.4 23.7 31.4 34.9 PH Unit 4 Lift 8606-05-10 N 1895 FC IB-2 C 30 42.5N 300 14.8 24.8 32.6 35.3 PH Unit 4 Lift 1807-05-10 N 1896 FC IB-2 C 30 42.5N 300 13.7 24.3 32.9 35.8 PH Unit 1 Lift 2907-05-10 D 1899 FC IB-2 C 30 42.5N 300 14.8 25.4 36.8 41.3 PH Unit 1 Lift 27
08-05-10 N 1902 FC IB-2 C 30 42.5N 300 14.6 24.9 32.8 36.8 PH Unit 2 Lift 20 1st Pouring
08-05-10 D 1904 FC JC C 30 42.5N 300 14.5 24.0 31.6 34.2 PH Unit 2 Lift 62 Column axis 17
10-05-10 D 1909 FC IB C 35 42.5N 330 15.3 25.7 37.5 41.7 PH Unit 3 Lift 18B10-05-10 D 1910 FC IB C 35 42.5N 330 15.8 25.9 36.4 40.4 PH Unit 1 Lift P7B11-05-10 N 1911 FC IB-2 C 30 42.5N 300 13.4 24.9 31.2 36.3 PH Unit 4 Lift P2
11-05-10 D 1914 FC JC C 30 42.5N 300 15.1 24.4 30.6 34.6PH Unit 2 Lift 63 Column axis 14
& 1612-05-10 N 1917 FC IB-2 C 30 42.5N 300 13.9 24.2 31.6 35.0 PH Unit 2 Lift 25C Wall14-05-10 D 1921 FC IB-2 C 30 42.5N 300 14.3 24.8 33.3 36.8 PH Unit 2 Lift 25 Lift side Wall14-05-10 N 1922 FC IB-2 C 30 42.5N 300 14.0 24.3 32.6 35.7 PH Unit 4 Lift 19 centre Wall
136
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
14-05-10 D 1925 FC JC C 30 42.5N 300 15.3 24.6 33.9 39.7 PH Unit 2 Lift 63 Column axis 13
17-05-10 D 1932 FC JC C 30 42.5N 300 13.0 22.4 29.9 33.6 PH Unit 3 Lift 62 axis 10 & 12
18-05-10 N 1938 FC IB-2 C 30 42.5N 300 16.1 28.7 35.0 40.6 PH Unit 2 Lift 25A right side wall
19-05-10 D 1939 FC IB-2 C 30 42.5N 300 14.3 25.3 31.5 33.4 PH Unit 3 Lift 89
20-05-10 D 1944 FC JC C 30 42.5N 300 13.9 22.8 30.1 35.6PH Unit 2 Lift 64 Column axis 17
& 1622-05-10 D 1950 FC JC C 30 42.5N 300 13.8 22.3 30.3 34.2 PH Unit 1 Wall 6223-05-10 D 1951 FC JC C 30 42.5N 300 13.4 21.0 30.8 33.3 PH Unit 2 Lift 20 & 2123-05-10 D 1952 FC JC C 30 42.5N 300 13.3 21.1 29.9 32.1 PH Unit 2 Column Lift 64 23-05-10 D 1953 FC IB-2 C 30 42.5N 300 14.9 22.4 33.1 35.5 PH Contral building slab24-05-10 N 1955 FC JC C 30 42.5N 300 14.9 23.1 30.1 34.8 PH Unit 2 Lift 20 & 2125-05-10 N 1957 FC IB-2 C 30 42.5N 300 15.3 25.3 31.4 37.0 PH Unit 5 P2 slab25-05-10 D 1959 FC JC C 30 42.5N 300 13.3 22.2 30.1 34.6 PH Unit 5 Lift 61
25-05-10 D 1960 FC JC C 30 42.5N 300 13.6 22.9 30.2 34.6PH Unit 2 Lift 64 2 Column axis
14 & 1626-05-10 N 1964 FC IB-2 C 30 42.5N 300 18.0 27.7 32.5 38.6 PH Unit 3 Wall 25A Right26-05-10 N 1966 FC IB-2 C 30 42.5N 300 14.1 25.2 32.5 35.9 PH Unit 1 Lift 28 & Wall Lift 1826-05-10 N 1968 FC IB-2 C 30 42.5N 300 14.3 24.9 33.7 37.2 PH Unit 1 Lift 28 & Wall Lift 1827-05-10 D 1971 FC IB C 35 42.5N 330 15.1 30.2 37.9 45.2 PH Unit 2 Slab 8728-05-10 N 1973 FC IB-2 C 30 42.5N 300 19.1 25.0 32.7 35.0 PH Unit 5 Lift 16 Left Wall29-05-10 D 1979 FC IB C 35 42.5N 330 16.0 25.6 36.3 40.9 PH Unit 2 Lift 21B 31-05-10 D 1980 FC JC C 30 42.5N 300 13.7 22.3 30.3 35.4 PH Unit 2 Lift 63 Wall01-06-10 N 1981 FC IB-2 C 30 42.5N 300 14.5 24.3 33.9 36.8 PH Unit 3 P4 01-06-10 D 1983 FC JC C 30 42.5N 300 13.5 25.6 33.0 37.2 PH Tailrace wall Lift 1501-06-10 D 1985 FC M6 C 40 42.5N 380 23.8 33.6 44.4 49.8 PH Unit 3 Lift 18B
03-06-10 N 1988 FC IB-2 C 30 42.5N 300 14.8 23.2 33.5 37.1 PH Unit 5 Lift 17 Right side wall
03-06-10 D 1990 FC IB C 35 42.5N 330 15.3 26.1 37.1 39.7 PH Unit 3 Balance 18B 03-06-10 D 1991 FC M6 C 40 42.5N 380 25.8 36.7 50.6 57.2 PH Unit 1 Lift 8B 04-06-10 N 1992 FC IB-2 C 30 42.5N 300 13.6 25.1 33.5 36.7 PH Unit 3 Lift 25A Centre wall 05-06-10 N 1997 FC M6 C 40 42.5N 380 24.5 36.3 41.6 50.9 PH Unit 2 P6A Centre 06-06-10 N 1999 FC IB C 35 42.5N 330 17.6 25.3 36.1 40.5 PH Unit 2 Lift 22 A&B 06-06-10 D 2000 FC M6 C 40 42.5N 380 27.0 37.2 46.1 53.2 PH Unit 1 Lift 9B
06-06-10 N 2001 FC JC C 30 42.5N 300 14.1 23.8 30.2 34.8 PH Unit 3 Lift 90 Column axis 9
07-06-10 D 2007 FC JC C 30 42.5N 300 12.6 21.6 29.3 31.9 PH Unit 3 Lift 90 Column axis 11
08-06-10 D 2008 FC IB-2 C 30 42.5N 300 14.3 24.4 33.1 36.6 PH Unit 3 Lift 25A Left Side wall
09-06-10 D 2010 FC JC C 30 42.5N 300 14.6 26.4 33.5 39.4PH Unit 3 Lift 62 Column axis 10 -
12
09-06-10 D 2012 FC JC C 30 42.5N 300 13.8 22.6 30.1 35.3 PH Unit 3 Lift 90 Column axis 13
10-06-10 N 2013 FC M6 C 40 42.5N 380 24.1 33.1 42.1 50.8PH Unit 3 Internal wall P3A, P4A
& P5A10-06-10 D 2015 FC IB C 35 42.5N 330 17.9 29.6 37.4 42.8 PH Unit 3 P5B
11-06-10 N 2018 FC IB-2 C 30 42.5N 300 15.4 24.8 32.3 36.5 PH Unit 4 Lift 19A Right side wall
11-06-10 N 2021 FC IB-2 C 30 42.5N 300 14.4 24.7 30.2 34.7 PH Unit 4 Lift 60 center11-06-10 N 2022 FC IB C 35 42.5N 330 18.7 31.3 41.8 47.2 PH Unit 3 Lift 19B 12-06-10 N 2024 FC IB-2 C 30 42.5N 300 14.6 24.9 32.7 35.6 PH Unit 1 Lift 29 & wall lift 19 12-06-10 D 2027 FC IB-2 C 30 42.5N 300 14.8 25.1 34.3 38.8 PH Unit 1 Lift 29 & wall lift 19
137
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
12-06-10 D 2029 FC IB-2 C 30 42.5N 300 14.9 24.6 33.8 36.2 PH Unit 4 Lift 19A Left side wall
13-06-10 N 2033 FC JC C 30 42.5N 300 14.8 23.6 29.8 34.3 PH Unit 4 Lift 60 Column axis 5
14-06-10 D 2034 FC JC C 30 42.5N 300 14.6 24.2 31.6 35.4 PH Unit 3 Lift 63 Column axis 13
15-06-10 D 2038 FC M6 C 40 42.5N 380 24.8 33.4 41.1 45.6 PH Unit 1 Lift P10
15-06-10 D 2039 FC JC C 30 42.5N 300 13.8 23.6 30.1 34.3 PH Unit 3 Lift 62 Column axis 9
15-06-10 D 2040 FC IB-2 C 30 42.5N 300 14.1 26.2 34.7 38.8 PH Unit 4 Lift 25A center wall16-06-10 N 2041 FC M6 C 40 42.5N 380 25.8 37.5 47.3 55.3 PH Unit 5 P1
16-06-10 D 2043 FC JC C 30 42.5N 300 15.2 22.4 29.2 31.5PH Unit 2 Lift 88 Column & small
wall18-06-10 N 2045 FC IB C 35 42.5N 330 15.9 26.9 37.2 40.0 PH Unit 4 Lift 18B 18-06-10 D 2046 FC M6 C 40 42.5N 380 24.6 32.2 43.7 47.6 PH Unit 1 Lift 92 18-06-10 N 2047 FC IB-2 C 30 42.5N 300 14.4 24.3 31.2 34.4 PH Unit 1 Lift 92 19-06-10 N 2048 FC IB C 35 42.5N 330 21.9 31.0 38.8 45.4 PH Unit 2 wall P7A19-06-10 N 2049 FC IB-2 C 30 42.5N 300 16.1 24.9 32.0 36.0 PH Unit 2 Lift 88 External wall19-06-10 D 2051 FC JC C 30 42.5N 300 13.5 22.9 30.3 33.8 PH Unit 3 Lift 63 axis 1020-06-10 N 2055 FC IB-2 C 30 42.5N 300 15.6 24.2 30.6 35.9 PH Unit 3 Lift 20
21-06-10 D 2058 FC JC C 30 42.5N 300 14.8 23.6 30.0 36.8 PH Unit 4 Lift 60 Column axis 9
22-06-10 N 2060 FC IB C 35 42.5N 330 17.2 25.9 35.8 40.0 PH Unit 4 Lift 87
23-06-10 N 2065 FC IB-2 C 30 42.5N 300 14.6 24.9 32.7 35.8 PH Unit 5 Lift 18A Left side wall
24-06-10 D 2069 FC IB-2 C 30 42.5N 300 15.3 24.9 32.6 36.6 PH Unit 3 Lift 63 Column axis 12
25-06-10 N 2071 FC IB C 35 42.5N 330 19.8 29.9 39.0 46.1 PH Unit 2 Lift 25B 25-06-10 N 2072 FC M6 C 40 42.5N 380 26.2 37.9 49.6 56.9 PH Unit 4 Lift P3B
25-06-10 D 2074 FC IB-2 C 30 42.5N 300 14.1 24.5 32.3 34.8PH Unit 1 Right wall Lift 28 wall
18 & left wall
27-06-10 N 2079 FC IB C 35 42.5N 330 19.5 27.8 35.9 42.3 PH Unit 2 Lift 25B 1st Piece 27-06-10 N 2080 FC IB C 35 42.5N 330 19.7 28.1 37.0 42.5 PH Unit 2 Lift 6B
28-06-10 N 2083 FC IB-2 C 30 42.5N 300 15.0 24.5 33.7 36.2 PH Unit 4 Lift 25A left side wall
28-06-10 D 2084 FC JC C 30 42.5N 300 12.6 23.5 30.2 32.5 PH Unit 3 Lift 63 Column axis 13
28-06-10 D 2085 FC IB-2 C 30 42.5N 300 14.9 24.8 32.7 35.1 PH Unit 1 Lift wall 30 & 20 wall
29-06-10 D 2088 FC IB C 35 42.5N 330 20.1 32.4 39.9 45.6PH Unit 2 Internal wall P8A, P9A,
P10A
29-06-10 N 2089 FC JC C 30 42.5N 300 13.3 26.6 33.4 36.3 PH Unit 3 Lift 64 Column axis 10
30-06-10 N 2091 FC IB-2 C 30 42.5N 300 14.6 24.8 32.6 36.3 PH Unit 4 Lift 19B
30-06-10 N 2092 FC IB-2 C 30 42.5N 300 14.0 23.6 32.2 36.6 PH Unit 4 Lift 25A Left side wall
30-06-10 D 2095 FC IB C 35 42.5N 330 18.7 31.5 36.2 44.9 PH Unit 1 Oil water seperator wall
01-07-10 D 2096 FC M6 C 40 42.5N 380 25.9 36.7 51.0 60.6 PH Unit 4 P4B 02-07-10 D 2100 FC IB-2 C 30 42.5N 300 14.2 24.3 33.3 37.3 PH Unit 3 Lift 21B & 21A 03-07-10 D 2101 FC IB-2 C 30 42.5N 300 15.0 24.6 33.8 37.4 PH Unit 3 Lift 21B & 21A 05-07-10 D 2102 FC JC C 30 42.5N 300 13.6 23.3 30.1 35.3 PH Unit 1 Lift 28 wall 18 wall 06-07-10 N 2105 FC IB-2 C 30 42.5N 300 14.9 24.5 30.7 36.6 PH Unit 3 Lift 90
08-07-10 D 2106 FC IB-2 C 30 42.5N 300 14.3 24.2 33.6 36.5 PH Unit 5 Lift 18 Right side wall
138
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
08-07-10 N 2107 FC IB-2 C 30 42.5N 300 13.9 23.4 32.3 34.7 PH Unit 4 Lift 61
09-07-10 D 2111 FC M6 C 40 42.5N 380 23.4 32.8 44.0 50.3 PH Unit 2 lift P6
09-07-10 D 2112 FC JC C 30 42.5N 300 15.4 26.3 35.8 40.0PH Unit 3 Lift 64 Column axis 13
last part10-07-10 N 2113 FC M6 C 40 42.5N 380 24.8 33.3 42.7 48.5 PH Unit 3 P6A 11-07-10 D 2116 FC IB-2 C 30 42.5N 300 14.1 24.3 33.7 36.3 PH Unit 4 Lift 20A 12-07-10 N 2118 FC IB-2 C 30 42.5N 300 14.9 24.0 33.7 36.8 PH Unit 3 Lift 21B 12-07-10 N 2119 FC IB C 35 42.5N 330 15.0 26.8 35.4 39.9 PH Unit 2 Lift 89
13-07-10 D 2124 FC JC C 30 42.5N 300 12.9 21.2 29.3 33.3 PH Unit 4 Lift 62 Column axis 6
14-07-10 N 2126 FC IB C 35 42.5N 330 16.3 26.6 35.0 37.5 PH Unit 4 P5 15-07-10 N 2127 FC IB C 35 42.5N 330 15.5 26.8 35.9 39.6 PH Unit 2 Lift 26 15-07-10 D 2128 FC JC C 30 42.5N 300 15.2 25.0 33.2 38.3 PH Unit 2 Lift 26
15-07-10 D 2130 FC JC C 30 42.5N 300 14.3 23.1 31.3 35.6 PH Unit 4 Lift 62 Column axis 5
16-07-10 D 2132 FC JC C 30 42.5N 300 13.7 24.6 32.5 36.1 PH Unit 4 Lift 62 Column axis 6
16-07-10 N 2133 FC IB C 35 42.5N 330 16.9 32.8 42.7 48.4 PH Unit 2 Lift P7B 18-07-10 D 2135 FC M6 C 40 42.5N 380 22.2 32.5 40.8 47.7 PH Unit 5 Lift 18A Centre wall
20-07-10 N 2140 FC IB-2 C 30 42.5N 300 14.5 24.8 31.3 33.6 PH Unit 5 Lift 19A Left side wall
20-07-10 D 2142 FC JC C 30 42.5N 300 13.5 23.1 29.7 33.7 PH Unit 4 Lift 62 Column axis 5
20-07-10 N 2143 FC IB C 35 42.5N 330 15.1 25.3 35.3 39.4 PH Unit 3 wall P7A 21-07-10 N 2144 FC IB-2 C 30 42.5N 300 15.3 24.3 32.2 34.9 PH Unit 4 Lift 22A & 22B 21-07-10 D 2145 FC IB-2 C 30 42.5N 300 15.3 23.9 30.6 35.7 PH Unit 5 Lift 88
21-07-10 D 2146 FC JC C 30 42.5N 300 14.4 22.8 30.6 35.8 PH Unit 4 Lift 62 Column axis 8
22-07-10 D 2148 FC IB C 35 42.5N 330 16.6 27.8 36.3 39.9 PH Unit 3 Lift 25B First Piece
23-07-10 D 2153 FC JC C 30 42.5N 300 12.9 22.5 29.1 32.7 PH Unit 4 Lift 62 Column axis 9
24-07-10 N 2155 FC IB C 35 42.5N 330 19.1 28.1 36.4 41.9 PH Unit 3 Lift 25B 2nd Piece
24-07-10 N 2156 FC JC C 30 42.5N 300 14.3 23.1 31.3 35.7PH Unit 4 Lift 63 Column axis 6 &
5
26-07-10 D 2164 FC JC C 30 42.5N 300 13.8 22.6 30.0 35.8 PH Unit 4 Lift 63 Column axis 8
27-07-10 N 2167 FC IB-2 C 30 42.5N 300 14.1 24.0 31.6 35.6 PH Unit 5 Lift 19A Right side wall
27-07-10 D 2168 FC IB-2 C 30 42.5N 300 14.3 22.9 32.4 36.8 PH Unit 4 Lift 21B & 21A 28-07-10 N 2169 FC IB-2 C 30 42.5N 300 16.0 25.1 32.7 37.3 PH Unit 4 Lift 21B & 21A 28-07-10 D 2170 FC M6 C 40 42.5N 380 25.1 37.6 48.6 59.9 PH Unit 2 Lift P8B30-07-10 N 2175 FC IB-2 C 30 42.5N 300 19.0 24.9 31.4 36.1 PH Unit 5 Lift 19A Centre wall30-07-10 N 2176 FC IB-2 C 30 42.5N 300 19.2 25.1 31.1 35.7 PH Unit 2 Lift 2730-07-10 D 2178 FC IB-2 C 30 42.5N 300 14.9 23.6 31.6 36.3 PH Unit 2 Lift 2730-07-10 N 2180 FC M6 C 40 42.5N 380 23.9 32.1 43.3 50.4 PH Unit 1 Lift P1231-07-10 D 2181 FC IB C 35 42.5N 330 20.9 25.3 36.8 40.6 PH Unit 1 Lift P1203-08-10 N 2183 FC JC C 30 42.5N 300 13.7 22.1 29.6 33.8 PH Unit 4 Lift 62 wall axis 5 - 603-08-10 N 2185 FC IB C 35 42.5N 330 16.1 25.7 36.2 40.4 PH Unit 4 P5A Wall
04-08-10 D 2186 FC IB-2 C 30 42.5N 300 14.5 24.5 31.8 37.0 PH Unit 5 Lift 25A Left side wall
04-08-10 N 2187 FC M6 C 40 42.5N 380 23.1 35.6 47.5 53.3 PH Unit 2 P9B04-08-10 N 2188 FC IB C 35 42.5N 330 16.8 27.3 38.4 43.6 PH Unit 2 P9B04-08-10 N 2189 FC M6 C 40 42.5N 380 24.8 33.7 44.9 48.7 PH Unit 1 Portion of Lift 29A
05-08-10 D 2191 FC R C 25 42.5N 250 9.4 18.8 24.3 27.4 PH Unit 1 Tail race wall blinding
139
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
05-08-10 D 2194 FC JC C 30 42.5N 300 14.2 22.8 30.6 34.9 PH Unit 4 Lift 63 Column axis 9
06-08-10 N 2197 FC IB-2 C 30 42.5N 300 13.9 24.6 32.7 35.8 PH Unit 4 Lift 88 Internal wall08-08-10 N 2201 FC M6 C 40 42.5N 380 25.5 35.6 43.7 50.9 PH Unit 1 Portion of Lift 29A
08-08-10 N 2203 FC IB C 35 42.5N 330 20.0 28.1 35.2 41.5 PH Unit 3 wall P8A, P9A & P10A
09-08-10 D 2205 FC IB-2 C 30 42.5N 300 13.2 23.0 30.1 35.8 PH Unit 4 Lift 88 10-08-10 N 2206 FC IB C 35 42.5N 330 16.5 25.2 37.2 40.9 PH Unit 4 Lift 21B
11-08-10 N 2208 FC IB-2 C 30 42.5N 300 14.0 24.7 31.1 33.3 PH Unit 5 Lift 25A Right side wall
11-08-10 D 2209 FC IB-2 C 30 42.5N 300 14.2 24.4 30.6 34.5PH Unit 1 Retaining wall lift 14 -
17 - 20 - 23
11-08-10 N 2210 FC M6 C 40 42.5N 380 23.2 36.5 45.7 51.1 PH Unit 1 Lift 30A 3rd Portion 12-08-10 N 2211 FC M6 C 40 42.5N 380 23.4 32.7 43.3 50.5 PH Unit 5 Lift P3 12-08-10 N 2212 FC IB C 35 42.5N 330 17.2 29.4 38.6 43.6 PH Unit 5 Lift P3
13-08-10 N 2213 FC IB-2 C 30 42.5N 300 14.8 23.9 31.0 36.2PH Unit 1 Lift wall 31, 32, & 20
wall
13-08-10 D 2215 FC IB C 35 42.5N 330 15.3 25.7 37.5 40.3PH Unit 1 Lift wall 31, 32, & 20
wall14-08-10 N 2217 FC IB-2 C 30 42.5N 300 14.2 24.2 32.5 36.3 PH Unit 5 Central wall Lift 25A14-08-10 N 2218 FC IB-2 C 30 42.5N 300 14.0 24.4 31.3 35.5 PH Unit 3 Lift 26 14-08-10 D 2220 FC IB-2 C 30 42.5N 300 14.9 25.3 32.8 36.5 PH Unit 3 Lift 26
14-08-10 N 2221 FC M6 C 40 42.5N 380 21.3 37.3 47.1 53.6PH Unit 1 C/P for Lift 25A & wall
19 1st Portion17-08-10 N 2223 FC IB C 35 42.5N 330 15.5 26.7 37.6 42.6 PH Unit 5 P5A Wall
17-08-10 D 2225 FC JC C 30 42.5N 300 13.6 22.2 29.2 33.5 PH Unit 4 Lift 64 Column axis 9
18-08-10 N 2226 FC JC C 30 42.5N 300 16.2 26.6 33.7 39.7PH Rail race wall lift 15, 16, 18, &
19
18-08-10 N 2227 FC M6 C 40 42.5N 380 23.2 36.6 46.9 50.7 PH Unit 4 Lift 25A 1st Portion
19-08-10 N 2230 FC M6 C 40 42.5N 380 22.7 31.7 42.8 46.9 PH Unit 1 2nd Stage of contriliver portion wall 18, 19 & Lift 29 - 30
20-08-10 N 2232 FC IB C 35 42.5N 330 15.7 29.4 37.7 41.1 PH Tailrace wall 20-08-10 D 2233 FC JC C 30 42.5N 300 13.0 22.4 29.9 33.5 PH Unit 4 Lift P6A 21-08-10 N 2235 FC IB C 35 42.5N 330 15.9 25.1 36.2 41.6 PH Unit 4 Lift 22A & 22B
21-08-10 D 2237 FC JC C 30 42.5N 300 13.3 21.9 29.9 33.1PH Unit 1 Centre wall Lift 29
Partial wall
21-08-10 D 2238 FC IB-2 C 30 42.5N 300 14.5 24.3 33.1 36.5PH Tailrace Foundation lift 26,
29, 32, & 35 21-08-10 N 2239 FC JC C 30 42.5N 300 13.2 24.1 30.3 35.6 PH Unit 1 Right wall Lift 31A 22-08-10 N 2240 FC IB C 35 42.5N 330 23.8 31.1 41.0 47.4 PH Unit 3 Lift 92 22-08-10 D 2241 FC M6 C 40 42.5N 380 25.3 36.1 44.5 51.1 PH Unit 1 Lift P1323-08-10 N 2242 FC IB C 35 42.5N 330 21.3 32.0 39.6 43.9 PH Unit 3 Lift P6B 23-08-10 N 2243 FC IB C 35 42.5N 330 15.1 26.6 37.2 41.4 PH Unit 5 Lift 89 23-08-10 D 2245 FC JC C 30 42.5N 300 13.9 23.6 30.3 35.8 PH Unit 4 Lift 62 wall axis 8 - 924-08-10 D 2246 FC IB-2 C 30 42.5N 300 14.8 23.0 32.7 35.7 PH Unit 5 Lift P6A25-08-10 D 2247A FC M6 C 40 42.5N 380 23.8 34.6 41.6 47.8 PH Unit 1 Lift 30 AXIS 21
25-08-10 N 2249 FC JC C 30 42.5N 300 14.1 22.6 29.3 34.6 PH Unit 2 Lift 90 Column axis 17
26-08-10 N 2251 FC IB C 35 42.5N 330 17.3 28.6 37.3 42.6 PH Unit 5 Lift 18B 1st Pouring
26-08-10 D 2252 FC M6 C 40 42.5N 380 21.3 31.4 41.8 49.7 PH Unit 1 3rd Stage of contrilever portion Lift 29 & wall 19
26-08-10 D 2253 FC IB C 35 42.5N 330 16.3 26.9 36.2 40.3 PH Unit 5 Lift 18B
140
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
26-08-10 N 2254 FC IB C 35 42.5N 330 19.2 33.1 41.0 47.1 PH Unit 2 Lift 28
26-08-10 D 2255 FC JC C 30 42.5N 300 13.8 24.8 34.8 39.4 PH Unit 2 Lift 90 Column axis 13
27-08-10 D 2257 FC M6 C 40 42.5N 380 25.4 38.9 49.3 55.0 PH Unit 5 Lift P4B
27-08-10 N 2258 FC JC C 30 42.5N 300 12.1 21.1 31.7 34.0PH Tailrace wall lift 3, 4, 6, 7,
9, 10 & 13 27-08-10 D 2259 FC IB C 35 42.5N 330 19.5 30.6 45.4 51.4 PH Unit 5 Lift 18B last Pouring
30-08-10 D 2262 FC JC C 30 42.5N 300 14.0 25.6 33.0 37.6PH Tailrace Foundation wall lift
38, 41, 44, & 47 30-08-10 D 2263 FC JC C 30 42.5N 300 13.9 22.4 30.6 34.9 PH Unit 4 Lift 63 wall axis 5 - 6
30-08-10 D 2264 FC JC C 30 42.5N 300 13.3 23.4 31.1 35.4 PH Unit 5 Lift 90 Column axis 3
30-08-10 N 2266 FC M6 C 40 42.5N 380 22.4 31.4 40.5 46.0 PH Unit 2 Lift P10 30-08-10 N 2267 FC IB C 35 42.5N 330 15.8 26.9 37.2 44.6 PH Unit 2 Lift P10
31-08-10 D 2269 FC IB C 35 42.5N 330 17.6 28.3 39.2 43.8 PH Unit 5 Lift 90 Column axis 5
31-08-10 D 2270 FC IB C 35 42.5N 330 16.8 25.1 36.6 39.2 PH Unit 4 Lift 26 01-09-10 D 2272 FC IB C 35 42.5N 330 16.7 27.3 38.1 43.6 PH Unit 4 Lift 26
01-09-10 D 2273 FC IB C 35 42.5N 330 16.5 27.1 35.4 40.7PH Tailrace wall lift 27, 28, 30,
31, 34, 36, & 37
02-09-10 N 2274 FC M6 C 40 42.5N 380 27.8 35.7 44.8 52.4PH Over gravity dam 3rd portion
cantilever wall 20 & Unit 1 lift 31A
02-09-10 N 2276 FC IB C 35 42.5N 330 20.4 32.5 40.0 46.1 PH Unit 5 Lift P7A
03-09-10 D 2279 FC JC C 30 42.5N 300 14.1 22.2 30.3 35.3 PH Unit 5 Lift 62 Column axis 5
04-09-10 D 2281 FC IB C 35 42.5N 330 18.3 30.2 42.7 48.3 PH Tailrace wall Foundation 05-09-10 N 2283 FC IB C 35 42.5N 330 21.3 31.4 41.7 47.0 PH Unit 5 Lift 19B
05-09-10 D 2284 FC M6 C 40 42.5N 380 24.2 34.6 43.0 49.6PH Unit 1 Cantilever Portion lift
31 of Middle wall
05-09-10 D 2285 FC JC C 30 42.5N 300 14.2 23.3 31.2 36.6 PH Unit 5 Lift 62 Column axis 4
06-09-10 N 2286 FC M6 C 40 42.5N 380 26.1 35.6 47.4 55.3PH Unit 1Over gravity dam left
wall 07-09-10 N 2288 FC IB C 35 42.5N 330 19.9 31.4 38.5 43.1 PH Unit 5 Lift P5B 07-09-10 N 2290 FC IB C 35 42.5N 330 21.5 29.5 42.4 47.7 PH Unit 3 Lift 27
08-09-10 N 2291 FC IB C 35 42.5N 330 22.7 30.1 42.2 49.8 PH Unit 1 P14 Wall & 2 Columns
08-09-10 D 2293 FC JC C 30 42.5N 300 12.3 24.5 32.0 38.0 PH Unit 2 Lift 91 09-09-10 N 2296 FC IB C 35 42.5N 330 21.8 31.2 39.7 45.6 PH Unit 5 Lift P9A - P10A 09-09-10 N 2297 FC IB C 35 42.5N 330 16.5 28.8 35.8 40.0 PH Tailrace wall lift 50, 64
09-09-10 D 2298 FC JC C 30 42.5N 300 12.8 21.3 29.6 33.4 PH Unit 5 Lift 62 Column axis 4
12-09-10 N 2300 FC IB C 35 42.5N 330 19.8 28.0 36.3 41.7 PH Unit 2 Lift 29 13-09-10 N 2302 FC IB C 35 42.5N 330 22.2 30.5 43.0 48.8 PH Unit 2 Lift 2314-09-10 N 2305 FC M6 C 40 42.5N 380 23.4 33.9 43.2 50.1 PH Unit 5 Lift 20A14-09-10 N 2306 FC M6 C 40 42.5N 380 21.3 37.4 47.5 54.1 PH Unit 3 P6 15-09-10 D 2307 FC IB C 35 42.5N 330 18.3 32.0 43.8 49.1 PH Unit 4 Lift P7A 18-09-10 N 2314 FC IB C 35 42.5N 330 17.3 30.5 40.6 47.5 PH Unit 4 Lift 27 22-09-10 N 2321 FC IB C 35 42.5N 330 16.6 26.9 35.3 41.2 PH Unit 3 Lift 23
22-09-10 D 2322 FC IB C 35 42.5N 330 16.9 27.8 38.9 43.6 PH Unit 2 Lift 19A Cantilever 1st
Phase23-09-10 N 2325 FC IB C 35 42.5N 330 20.9 32.4 37.6 43.0 PH Unit 1 Lift P15
23-09-10 D 2327 FC JC C 30 42.5N 300 14.3 23.6 32.1 36.9PH Unit 1 W. Block Lift 32 W21,
U.B.W
141
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
25-09-10 N 2331 FC JC C 30 42.5N 300 15.9 25.5 33.8 38.8 PH Unit 3 Lift 2825-09-10 N 2332 FC IB C 35 42.5N 330 16.3 29.7 39.2 43.6 PH Unit 5 Lift 9125-09-10 D 2333 FC JC C 30 42.5N 300 13.8 22.1 30.2 35.9 PH Unit 3 Lift 2826-09-10 N 2335 FC IB C 35 42.5N 330 22.4 31.9 43.1 49.7 PH Unit 3 P7B
26-09-10 D 2336 FC JC C 30 42.5N 300 14.3 23.8 29.6 34.2 PH Unit 5 Lift 63 Column axis 4
26-09-10 D 2337 FC JC C 30 42.5N 300 12.2 22.9 29.6 35.5PH Contral building slab at
EL:1109 - 29
28-09-10 D 2343 FC IB C 35 42.5N 330 18.5 30.9 39.4 46.5 PH Unit 5 Lift 25B 1st POUR29-09-10 D 2347 FC JC C 30 42.5N 300 17.0 28.2 34.3 43.9 PH Unit 5 Lift 20B - 21A29-09-10 N 2348 FC IB C 35 42.5N 330 16.6 31.6 41.2 45.9 PH Unit 5 Lift P8A - P9A30-09-10 N 2349 FC JC C 30 42.5N 300 12.8 21.9 29.4 34.4 PH Unit 5 Lift 20B - 21A
30-09-10 N 2350 FC M6 C 40 42.5N 380 27.0 36.2 44.9 53.9PH Unit 2 Lift 29A Cantilever Lift
C wall
30-09-10 D 2351 FC JC C 30 42.5N 300 12.2 22.5 30.4 35.5 PH Unit 5 Lift 64 Column axis 2
30-09-10 D 2352 FC IB C 35 42.5N 330 16.7 28.5 37.1 43.6 PH Unit 2 Lift 9201-10-10 N 2354 FC IB C 35 42.5N 330 17.0 29.1 37.7 43.3 PH Unit 4 Lift 89
01-10-10 D 2357 FC IB C 35 42.5N 330 18.2 31.6 43.4 48.9 PH Unit 5 Lift 25B 2nd PHASE
05-10-10 N 2360 FC JC C 30 42.5N 300 15.3 26.4 34.3 39.4PH Unit 2 Lift 30B & Cantilever
30A, C Left C wall
06-10-10 D 2364 FC JC C 30 42.5N 300 13.1 24.2 30.4 36.1PH Unit 5 Lift 64 Column axis 4 &
507-10-10 N 2366 FC M6 C 40 42.5N 380 30.6 36.7 45.1 50.6 PH Unit 1 Lift 33/wall 2107-10-10 D 2369 FC M6 C 40 42.5N 380 24.4 33.3 42.3 47.9 PH Unit 1 Lift P1108-10-10 N 2372 FC JC C 30 42.5N 300 15.0 24.5 32.4 39.7 PH Unit 2 Lift 24
09-10-10 N 2374 FC M6 C 40 42.5N 380 24.8 34.6 43.3 48.8 PH Unit 2 Lift 29A Cantilever 1st
PHASE Right side12-10-10 N 2377 FC IB C 35 42.5N 330 16.8 28.2 37.3 PH Unit 4 Lift 2812-10-10 D 2379 FC IB C 35 42.5N 330 16.9 27.3 38.6 PH Unit 4 Lift 2813-10-10 D 2380 FC JC C 30 42.5N 300 12.4 20.2 28.5 PH Unit 4 Lift 90 Column 13-10-10 N 2382 FC M6 C 40 42.5N 380 23.9 35.2 46.4 PH Unit 2 Lift 29/30 Cantilever
13-10-10 D 2385 FC JC C 30 42.5N 300 13.1 21.8 29.6 PH Unit 4 Lift 90 Column axis 7
14-10-10 N 2386 FC IB C 35 42.5N 330 20.9 31.6 40.9 PH Unit 5 Lift 21B
14-10-10 D 2387 FC M6 C 40 42.5N 380 24.4 31.1 43.3 PH Unit 2 Lift 30A Cantilever 3rd
PHASE 16-10-10 N 2391 FC IB C 35 42.5N 330 17.3 30.6 37.0 PH Unit 3 Lift 29B18-10-10 D 2394 FC M6 C 40 42.5N 380 22.7 35.1 46.1 PH Unit 4 Pit P6B19-10-10 D 2396 FC IB C 35 42.5N 330 21.0 30.8 40.0 PH Unit 2 Pit P12
19-10-10 N 2397 FC JC C 30 42.5N 300 13.2 21.2 30.3 PH Unit 5 Lift 63 Column axis 5
22-10-10 N 2401 FC JC C 30 42.5N 300 15.5 27.1 31.4 PH Unit 5 Lift 22A & 22B22-10-10 D 2402 FC M6 C 40 42.5N 380 22.3 35.4 43.3 PH Unit 3 Lift P8B23-10-10 N 2404 FC JC C 30 42.5N 300 14.3 25.3 32.2 PH Unit 4 Lift 91
25-10-10 N 2408 FC JC C 30 42.5N 300 13.9 22.3 29.5PH Unit 1 Lift 64 Wall between
axis 18 & 20C25-10-10 N 2409 FC M6 C 40 42.5N 380 24.1 35.3 45.3 PH Unit 2 Lift P13
25-10-10 N 2410 FC M6 C 40 42.5N 380 23.7 35.2 44.7 PH Unit 3 Lift 29A Cantilever 2nd
Pour centre wall axis 11
26-10-10 N 2411 FC M6 C 40 42.5N 380 24.8 36.1 44.3 PH Unit 3 Lift 29A Cantilever 1st
Pour right side wall axis 926-10-10 D 2414 FC M6 C 40 42.5N 380 23.9 36.6 45.2 PH Unit 3 Lift P9B
142
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
27-10-10 N 2415 FC JC C 30 42.5N 300 14.2 24.1 31.3PH Unit 5 Lift 62 Wall between axis 1 & 2 upto EL - 1100.90
27-10-10 D 2416 FC JC C 30 42.5N 300 15.9 24.7 31.6 PH Unit 4 Lift 2328-10-10 N 2418 FC JC C 30 42.5N 300 15.8 24.2 31.4 PH Unit 4 Lift P7B28-10-10 N 2419 FC M6 C 40 42.5N 380 26.6 36.6 45.5 PH Unit 2 Lift 31A & 31B/3228-10-10 D 2420 FC JC C 30 42.5N 300 13.7 22.8 29.1 PH Unit 2 Lift 31A & 31B/32
29-10-10 N 2421 FC JC C 30 42.5N 300 15.3 24.0 31.4PH Unit 5 Lift 64 Column axis 1
EL:1107.86 29-10-10 N 2422 FC JC C 30 42.5N 300 15.5 23.3 31.3 PH Unit 3 Lift 24
29-10-10 D 2423 FC JC C 30 42.5N 300 13.3 22.6 29.8PH Unit 1 Lift 64 Wall axis 18 &
2030-10-10 D 2427 FC IB C 35 42.5N 330 16.8 28.1 35.4 PH Unit 5 Lift 26
30-10-10 N 2429 FC JC C 30 42.5N 300 14.0 22.8 30.6PH Unit 5 Lift 63 Wall between
axis 4 & 5 30-10-10 N 2430 FC JC C 30 42.5N 300 17.6 23.9 31.2 PH Unit 2 Lift 92
30-10-10 D 2431 FC JC C 30 42.5N 300 14.8 23.6 32.3PH Unit 3 Lift 30A & 30B Centre
right side
31-10-10 D 2432 FC JC C 30 42.5N 300 14.9 23.6 31.6 PH Unit 4 Lift 29B right side wall
02-11-10 2433 FC M6 C 40 42.5N 380 22.3 32.8 42.4PH Unit 3 Lift 30A Cantilever right
side
02-11-10 2435 FC M6 C 40 42.5N 380 23.8 34.3 44.8 PH Unit 1 & 3 STOP LOG 1 2nd
PHASE CONCRETE
02-11-10 2436 FC JC C 30 42.5N 300 12.9 21.7 29.6 PH Control building wall axis 28
03-11-10 2437 FC M6 C 40 42.5N 380 25.3 34.4 45.6 PH Unit 2 bottom beam 2nd phase
03-11-10 2439 FC M6 C 40 42.5N 380 23.8 34.1 45.2PH Unit 3 Lift 20A Cantilever left
wall 3rd stage 05-11-10 2444 FC JC C 30 42.5N 300 16.7 25.9 34.6 PH Unit 3 Lift P1005-11-10 2445 FC M6 C 40 42.5N 380 22.8 38.2 46.1 PH Unit 3 Lift P1007-11-10 2448 FC JC C 30 42.5N 300 15.9 26.5 31.3 PH Unit 2 Lift P1407-11-10 2449 FC JC C 30 42.5N 300 12.0 21.2 30.2 PH Unit 5 Lift 23
08-11-10 2450 FC M6 C 40 42.5N 380 22.7 35.4 46.3PH Unit 3 Lift 29A & 30A
Cantilever Axis 13C
09-11-10 2454 FC M6 C 40 42.5N 380 25.8 34.5 44.3PH Unit 3 Lift 30A Cantilever left
wall 3rd stage 10-11-10 2455 FC M6 C 40 42.5N 380 28.0 36.3 47.8 PH Unit 2 Lift P1111-11-10 2460 FC JC C 30 42.5N 300 15.6 23.3 31.2 PH Unit 4 Lift 30B
11-11-10 2461 FC JC C 30 42.5N 300 12.3 25.1 34.4 PH Unit 2 Lift P14 Column & wall
13-11-10 2464 FC JC C 30 42.5N 300 13.4 23.1 30.4PH Control building column axis
2813-11-10 2466 FC M6 C 40 42.5N 380 23.5 34.4 42.3 PH Unit 4 Lift P8B15-11-10 2467 FC IB C 35 42.5N 330 15.1 30.1 39.1 PH Unit 5 Lift 2716-11-10 2468 FC JC C 30 42.5N 300 14.1 22.3 30.6 PH Unit 5 Lift 2717-11-10 2470 FC JC C 30 42.5N 300 11.7 21.1 28.5 PH Unit 4 Lift 9218-11-10 2473 FC M6 C 40 42.5N 380 25.3 37.5 47.3 PH Unit 4 Lift 29A Axis 718-11-10 2475 FC JC C 30 42.5N 300 11.9 23.1 29.9 PH Unit 4 Lift P9B
19-11-10 2478 FC M6 C 40 42.5N 380 25.8 34.6 45.4PH Unit 4 Lift 29A Cantilever right
side 1st phase
20-11-10 2479 FC JC C 30 42.5N 300 11.1 21.4 29.6PH Unit 3 Lift 31A & 32
Cantilever
21-11-10 2480 FC JC C 30 42.5N 300 14.7 25.0 32.7 PH Unit 4 Lift 24
143
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
Power House UNITS
Concrete class
22-11-10 2483 FC M6 C 40 42.5N 380 21.8 34.6 44.1PH Unit 4 Lift 29A & 30A
Cantilever Centre wall Axis 7 2nd
Stage
22-11-10 2484 FC IB C 35 42.5N 330 17.5 27.9 37.6 PH Unit 2 Lift 83 Deck Bridge 1st
Phase
23-11-10 2485 FC M6 C 40 42.5N 380 20.7 33.8 43.5PH Unit 4 Lift 29A & 30A
Cantilever 2nd Phase wall Axis 5
23-11-10 2487 FC M6 C 40 42.5N 380 20.9 34.0 43.5 PH Unit 4 Lift 30A Cantilever 3rd
Phase Right wall
24-11-10 2488 FC M6 C 40 42.5N 380 22.7 36.3 42.8 PH Unit 4 Lift 30A Cantilever 3rd
Phase Centre wall 24-11-10 2489 FC JC C 30 42.5N 300 11.9 22.4 33.0 PH Unit 2 Lift P1526-11-10 2493 FC JC C 30 42.5N 300 11.6 24.5 32.7 PH Unit 4 Lift P10B
28-11-10 2494 FC JC C 30 42.5N 300 14.9 21.6 28.3 PH Unit 5 Lift 28 1st Phase28-11-10 2495 FC JC C 30 42.5N 300 12.9 21.6 28.9 PH Unit 5 Lift 28 2nd Phase
144
DateNote
Casted2 days 7 days 28 days 90 days
30-06-08 D 147 FC 15 C 15 32.5R 250 10.3 16.6 21.77
04-07-08 D 152 FC 15 C 15 32.5R 250 10.3 16.86 22.08
12-09-08 D 281 FC D2 C 15 42.5N 250 13.2 27.3 34.4 38.7
13-09-08 D 282 FC D2 C 15 42.5N 250 16.5 24.9 30.2 32.4
26-09-08 D 296 FC S C 15 42.5N 250 13.0 20.8 30.2 33.1
06-10-08 D 301 FC S C 15 42.5N 250 14.2 24.6 28.8 34.6
10-10-08 D 308 FC S C 15 42.5N 250 12.2 23.7 29.5 36.1
27-10-08 N 324 FC JC - B C 25 42.5N 300 10.3 25.9 30.9 35.2
28-10-08 D 325 FC JC - B C 25 42.5N 300 17.9 26.1 34.1 37.7
30-10-08 D 326 FC IB - B C 25 42.5N 300 17.2 25.5 36.5 39.6 EB BEAM LINE 22
09-11-08 D 333 FC IB - B C 25 42.5N 300 24.1 35.3 39.4 50.3 EB BEAM LINE 24
19-11-08 N 344 FC IB - B C 25 42.5N 300 15.6 33.5 41.1 47.7 EB BEAM LINE 26
10-12-08 N 364 FC JC - B C 25 42.5N 300 19.7 31.5 40.8 47.6 EB BEAM LINE 22
19-12-08 D 378 FC IB C 25 42.5N 300 16.1 28.1 36.1 43.6 EB BEAM LINE 24 L 1
06-01-09 386 FC IB C 25 42.5N 300 11.1 24.6 31.0 36.6 EB BEAM LINE 24 L 2
12-01-09 395 FC IB C 25 42.5N 300 17.1 28.0 35.7 40.0 SB AXIS 25 1083-1086
21-01-09 409 FC IB C 25 42.5N 300 12.6 28.9 39.3 45.3 EB BEAM LINE 24 L 22
29-01-09 421 FC IB-2 C 25 42.5N 270 15.0 29.9 38.7 41.6 EB BEAM LINE 25 L 2
09-02-09 434 FC IB C 25 42.5N 300 13.1 36.3 45.4 48.5 EB BEAM LINE 26 1st WALL
18-02-09 451 FC IB C 25 42.5N 300 14.2 29.4 37.0 41.3 EB BEAM LINE 26 2ndWALL
23-03-09 506 FC IB C 35 42.5N 300 15.3 22.9 35.2 39.6 CB LINE 28 1st LIFT W
30-03-09 514 FC IB C 35 42.5N 300 11.9 22.4 31.6 34.2 CB LINE 28 2nd LIFT W
31-03-09 515 FC IB-2 C 25 42.5N 270 12.3 24.0 32.1 36.1 EB SLAB LINE 22-25
07-04-09 531 FC IB C 35 42.5N 300 13.0 21.8 31.3 34.8 CB LINE 27 1st LIFT W
14-04-09 541 FC IB C 35 42.5N 300 11.9 24.4 33.1 36.9 CB LINE 27 2nd LIFT W
23-04-09 551 FC IB C 35 42.5N 300 14.8 25.1 31.3 34.5 EB WALL LINE 22-24
28-04-09 563 FC S C 15 42.5N 250 18.2 25.8 33.6 37.9 EB BLIND. LINE 25 EL-1090
30-04-09 568 FC IB C 35 42.5N 300 15.4 25.9 32.0 36.7 EB COLUMN 5 LINE 22 EL-1090
05-05-09 575 FC IB C 35 42.5N 300 15.4 27.2 34.9 38.7 ERECTION BAY WALL
07-05-09 580 FC IB C 35 42.5N 300 14.2 28.5 35.9 40.4 EB & CONTROL BUILDING
07-05-09 581 FC IB-2 C 30 42.5N 270 12.5 25.5 34.8 39.7 EB & CONTROL BUILDING
SITE MATERIALS
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0Apr-09
Summary of
Cylinder Compressive Strengh Results
Cement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
ERECTION BAY
LABORATORY
Concrete class
Cement type
SH
IFT
Sample Ref.
Mix Type
145
DateNote
Casted2 days 7 days 28 days 90 days
SITE MATERIALS
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0Apr-09
Summary of
Cylinder Compressive Strengh Results
Cement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
ERECTION BAY
LABORATORY
Concrete class
Cement type
SH
IFT
Sample Ref.
Mix Type
15-05-09 600 FC IB C 35 42.5N 300 13.3 29.0 37.8 40.4 EB -C- LINE 25
22-05-09 612 FC IB C 35 42.5N 300 15.2 26.2 37.2 42.9 EB - AXIS 26 C
01-06-09 627 FC IB C 35 42.5N 300 16.5 26.0 37.0 42.9 CONTROL BUILD. WALL AXIS 25
06-06-09 638 FC JC C 25 42.5N 300 13.4 24.1 33.8 36.3 EB SLAB & BEAM AXIS 22-24
10-06-09 648 FC IB C 35 42.5N 300 16.4 26.5 37.5 41.5 EB D/STREAM WALL AXIS C
16-06-09 658 FC IB C 35 42.5N 300 14.6 26.4 36.0 41.9 EB UP/STREAM WALL AXIS A
20-06-09 669 FC IB C 35 42.5N 300 14.8 27.8 36.1 40.5 EB COLUMN C2 AXIS 2M
24-06-09 678 FC JC C 25 42.5N 300 14.7 25.4 34.8 39.7 ERECTION BAY SLAB 24 - 25
25-06-09 679 FC IB C 35 42.5N 300 17.9 26.8 37.1 42.3 EB COLUMN C5 AXIS 22
06-07-09 N 701 FC IB C 35 42.5N 300 15.4 26.9 38.8 43.2 EB COLUMN C7 AXIS 22
10-07-09 N 714 FC IB C 35 42.5N 300 16.1 27.2 38.2 42.2 EB COLUMN C2 AXIS 25
16-07-09 D 732 FC IB C 35 42.5N 300 16.6 27.5 36.6 39.5 EB SLAB A25 TO AXIS 28
18-07-09 N 740 FC IB C 35 42.5N 300 16.1 26.9 36.3 41.8 EB COLUMN C2 AXIS 24
25-07-09 N 761 FC IB-7 C 35 42.5N 270 15.3 28.6 38.8 40.5 ERECTION BAY
25-07-09 N 764 FC IB C 35 42.5N 300 16.4 29.1 38.8 41.8 ERECTION BAY
03-08-09 D 784 FC IB C 35 42.5N 300 16.6 28.6 39.8 44.5EB COLUMN C1& C2 UP TO
TOP
03-08-09 D 786 FC IB C 35 42.5N 300 16.5 28.2 40.5 43.6EB COLUMN C1& C2 UP TO
TOP
06-08-09 N 799 FC IB C 35 42.5N 300 19.0 27.4 38.9 44.3 ERECTION BAY
09-08-09 N 811 FC IB C 35 42.5N 300 16.1 27.7 38.7 41.7 EB COLUMN C25 LIFT 2
09-08-09 D 813 FC IB C 35 42.5N 300 15.6 28.2 46.0 50.6 EB COLUMN C26 LIFT 1
12-08-09 N 820 FC IB C 35 42.5N 300 17.7 27.4 38.9 42.4 EB COLUMN A3 TO EL:1113.5
13-08-09 N 822 FC IB C 35 42.5N 300 16.5 30.4 37.7 41.4EB COLUMN A1 TO
EL:1107.86
15-08-09 N 834 FC IB C 35 42.5N 300 17.1 29.9 44.3 47.1 EB COLUMN C3 TO EL:1114.3
16-08-09 N 839 FC IB C 35 42.5N 300 18.1 29.6 41.0 45.6 EB COLUMN C2 - 23A
17-08-09 D 843 FC IB C 35 42.5N 300 16.2 30.6 40.5 44.8 EB COLUMN A4
20-08-09 N 853 FC IB C 35 42.5N 300 20.3 29.2 41.0 44.4ERECTION BAY WALL 5A
24&25
21-08-09 D 859 FC IB C 35 42.5N 300 20.2 34.5 40.8 44.6 EB COLUMN A22 TO EL:1114.3
24-08-09 D 871 FC IB C 35 42.5N 300 23.7 34.0 44.3 47.0 EB COLUMN A28 TO EL:1101.5
25-08-09 D 876 FC IB C 35 42.5N 300 18.3 27.8 42.3 45.2 EB COLUMN C26 TO EL:1104.5
146
DateNote
Casted2 days 7 days 28 days 90 days
SITE MATERIALS
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0Apr-09
Summary of
Cylinder Compressive Strengh Results
Cement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
ERECTION BAY
LABORATORY
Concrete class
Cement type
SH
IFT
Sample Ref.
Mix Type
26-08-09 D 880 FC IB C 35 42.5N 300 16.0 27.2 42.0 44.2 EB COLUMN C28 TO EL:1101.5
01-09-09 D 898 FC IB C 35 42.5N 330 15.8 27.3 41.9 45.3EB COLUMN 26A/C TO
EL:1107.5
05-09-09 D 917 FC IB C 35 42.5N 330 18.8 29.6 42.6 45.1EB WALL AXIS A22-24 TO
EL:109
06-09-09 D 921 FC IB C 35 42.5N 330 19.8 30.2 41.4 46.4EB COLUMN AXIS A28 TO
EL:1107.3
07-09-09 D 925 FC IB C 35 42.5N 330 19.0 30.5 39.8 43.9 EB COLUMN 26A TO EL:1114.3
09-09-09 D 928 FC IB C 35 42.5N 330 18.6 30.0 41.5 44.1 EB WALL 24-25 TO EL:1103.6
09-09-09 D 929 FC IB C 35 42.5N 330 18.7 31.2 40.1 44.6 EB COLUMN C26 TO EL:1114.3
09-09-09 N 931 FC IB C 35 42.5N 330 17.1 29.9 41.0 45.6 EB COLUMN C28 TO EL:1107.3
12-09-09 D 940 FC IB C 35 42.5N 330 15.4 28.7 38.9 39.6 EB COLUMN 28 TO EL:1114.3
12-09-09 N 942 FC IB C 35 42.5N 330 17.7 29.2 39.5 43.7 EB COLUMN C28 TO EL:1114.3
15-09-09 D 947 FC IB C 35 42.5N 330 21.4 34.4 43.0 45.0 EB WALL A22-24 TO EL:1103.6
15-09-09 D 949 FC IB C 35 42.5N 330 19.5 28.8 39.3 43.7 EB WALL C22-24 TO EL:1106.3
22-09-09 D 976 FC IB C 35 42.5N 330 17.3 28.5 39.1 46.4 EB WALL 25-26 TO EL:1100.9
25-09-09 N 988 FC IB C 35 42.5N 330 17.0 29.1 37.8 41.7 EB AXIS A22-24 TO EL:1107.5
26-09-09 D 998 FC IB C 35 42.5N 330 17.7 28.8 41.2 45.7 EB WALL 24-25A TO EL:1108.6
26-09-09 D 999 FC IB C 35 42.5N 330 17.9 29.3 40.9 45.7 EB WALL 25-26A TO EL:1103.6
01-10-09 D 1016 FC IB C 35 42.5N 330 17.4 30.2 38.9 42.4 EB WALL 22-24 TO EL:1110.3
07-10-09 D 1035 FC IB C 35 42.5N 330 15.8 27.7 35.4 40.6 EB WALL 22-24C TO EL:1114.3
11-10-09 D 1054 FC IB C 35 42.5N 330 16.0 27.2 37.0 40.2 EB WALL 22-24A TO EL:1114.3
15-10-09 D 1070 FC IB-2 C 30 42.5N 300 16.4 26.3 34.3 39.8 EB WALL 10 SLAB
15-10-09 D 1072 FC M6 C 40 42.5N 333 26.7 42.1 48.3 58.8 EB COLUMN AXIS 21C
16-10-09 N 1077 FC JC C 25 42.5N 300 12.9 27.8 38.4 48.2 EB AXIS 25 - 26 WALL
19-10-09 D 1088 FC JC C 25 42.5N 300 14.0 24.1 32.4 35.5 EB WALL 22
21-10-09 D 1096 FC JC C 25 42.5N 300 14.0 26.0 35.2 39.8 EB COLUMN AXIS 24 - 25
24-10-09 N 1107 FC IB C 35 42.5N 330 23.9 30.1 40.4 50.4 EB WALL 33
02-11-09 N 1136 FC IB C 35 42.5N 330 16.6 29.0 39.0 43.7 EB WALL 34
05-11-09 D 1149 FC IB C 35 42.5N 330 18.0 30.6 40.2 45.3 EB BETWEEN AXIS 22-21C
12-11-09 D 1177 FC IB-2 C 30 42.5N 300 16.0 26.8 35.0 39.8EB WALL AXIS C25-26 TO
EL:1108.5
16-11-09 D 1190 FC IB-2 C 30 42.5N 300 15.5 25.6 35.1 40.2 EB AXIS C25-26 TO EL:1114.3
02-04-10 D 1787 FC JC C 25 42.5N 300 13.8 22.6 30.7 34.1EB CONTRAL BUILDING 3
COLUMN
147
DateNote
Casted2 days 7 days 28 days 90 days
SITE MATERIALS
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0Apr-09
Summary of
Cylinder Compressive Strengh Results
Cement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
ERECTION BAY
LABORATORY
Concrete class
Cement type
SH
IFT
Sample Ref.
Mix Type
09-04-10 D 1800 FC JC C 25 42.5N 300 13.3 22.3 30.1 34.2EB CONTRAL BUILDING 2
COLUMN
19-04-10 D 1841A FC IB-2 C 30 42.5N 300 13.9 23.5 31.8 34.5 ERECTION BAY WALL
11-07-10 D 2117 FC JC C 25 42.5N 300 13.6 22.6 29.8 34.6 ERECT BAY OIL SEPERATOR
15-07-10 D 2131 FC IB-2 C 30 42.5N 300 14.9 25.6 36.9 40.6ERECT BAY ENTRANCE SLAB
BUILDING CONE
20-07-10 N 2139 FC IB-2 C 30 42.5N 300 14.2 23.0 33.2 36.6 ERECTION BAY SLAB
25-07-10 D 2161 FC IB C 35 42.5N 330 15.2 26.1 37.1 40.8ERECT BAY SLAB CONTROL
BUILDING LEVEL 1103
28-07-10 N 2172 FC IB C 35 42.5N 330 15.0 29.0 36.5 39.2ERECT BAY ACCESS AREA
SLAB AXIS 25 - 26
24-08-10 N 2247 FC IB C 35 42.5N 330 16.4 25.2 35.0 39.8 ERECT BAY ACCESS AREA
18-09-10 D 2313 FC JC C 25 42.5N 300 13.2 22.9 32.6 36.9ERECT BAY AREA ALSTOM
TEMPORARY SLAB
148
DateNote
Casted2 days 7 days 28 days 90 days
21-08-08 D 241 FC D2 C 15 42.5N 250 11.4 19.3 22.9 27.9 GRAVITY DAM
21-08-08 242 FC D2 C 15 42.5N 250 9.8 19.2 23.9 30.0 GRAVITY DAM
27-09-08 D 297 FC S C 15 42.5N 250 15.1 22.5 27.4 30.8 GRAVITY DAM
15-11-08 D 340 FC EB C 16 42.5N 190 8.6 14.7 23.3 34.0 BLOCK D
15-11-08 D 341 FC IB - B C 25 42.5N 300 19.4 33.0 43.8 48.4 BLOCK D
21-11-08 D 348 FC EB C 16 42.5N 190 14.4 19.8 33.7 46.0 BLOCK D LIFT 1
21-11-08 D 347 FC IB - B C 25 42.5N 300 27.0 33.0 41.8 47.5 BLOCK D LIFT 1
06-12-08 N 361 FC EB C 16 42.5N 190 13.2 19.6 26.8 29.4 BLOCK D LIFT 2
07-12-08 D 362 FC IB C 25 42.5N 300 19.2 28.7 37.4 38.3 BLOCK D LIFT 2
19-12-08 N 379 FC IB C 25 42.5N 300 20.6 33.0 44.5 54.1 BLOCK D LIFT 3
20-12-08 D 381 FC EB C 16 42.5N 190 9.2 16.5 22.0 31.0 BLOCK D LIFT 3
04-01-09 383 FC EB C 16 42.5N 190 10.2 14.9 22.8 25.7 BLOCK D LIFT 4
04-01-09 382 FC IB C 25 42.5N 300 21.4 33.4 43.7 45.1 BLOCK D LIFT 4
10-01-09 391 FC IB C 25 42.5N 300 15.8 31.8 41.8 46.3 BLOCK A LIFT 1& 2
11-01-09 394 FC EB C 16 42.5N 190 6.8 15.9 21.1 25.0 BLOCK D LIFT 5
11-01-09 392 FC IB C 25 42.5N 300 24.7 37.3 42.3 48.3 BLOCK D LIFT 5
11-01-09 393 FC IB C 25 42.5N 300 14.5 27.9 35.2 42.0 BLOCK D LIFT 5
13-01-09 396 FC S C 15 42.5N 250 12.3 24.2 33.3 38.0 DEN CON
17-01-09 401 FC S C 15 42.5N 250 18.8 29.5 39.0 44.8 G/DAM LEFT BANK
22-01-09 410 FC IB-1 C 25 42.5N 270 21.0 31.6 37.6 41.3 BLOCK D LIFT 6
22-01-09 411 FC EB C 16 42.5N 190 9.5 17.4 23.2 24.2 BLOCK D LIFT 6
06-02-09 429 FC EB C 16 42.5N 190 9.1 13.7 20.5 32.3 BLOCK A LIFT 1& 2
06-02-09 430 FC IB-1 C 25 42.5N 270 13.6 26.4 34.3 39.9 BLOCK A LIFT 1 & 2
13-02-09 443 FC EB C 16 42.5N 190 7.2 14.6 22.4 25.7 BLOCK D LIFT 7
13-02-09 444 FC K C 25 42.5N 250 12.3 28.8 38.4 46.2 BLOCK D LIFT 7
21-02-09 453 FC EB C 16 42.5N 190 10.7 16.2 22.5 24.6 BLOCK A LIFT 3
21-02-09 454 FC K C 25 42.5N 250 16.3 24.9 33.1 35.9 BLOCK A LIFT 3
27-02-09 460 FC EB C 16 42.5N 190 13.1 16.5 22.5 24.6 BLOCK A LIFT 4
27-02-09 461 FC K C 25 42.5N 250 24.1 30.9 39.3 45.8 BLOCK A LIFT 4
07-03-09 478 FC IB-2 C 25 42.5N 270 14.6 22.5 32.3 35.1 BLOCK A LIFT 5
07-03-09 479 FC EB C 16 42.5N 190 8.4 17.6 22.4 24.5 BLOCK A LIFT 5
07-03-09 480 FC K C 25 42.5N 250 15.3 30.2 37.7 42.0 BLOCK A LIFT 5
14-03-09 492 FC EB C 16 42.5N 190 9.2 16.8 23.0 24.5 BLOCK C LIFT 1
14-03-09 493 FC K C 25 42.5N 250 23.1 29.0 39.8 44.3 BLOCK C LIFT 1
18-03-09 496 FC EB C 16 42.5N 190 8.3 16.0 21.8 25.2 BLOCK A LIFT 6
18-03-09 497 FC IB-2 C 25 42.5N 270 11.7 23.6 31.3 33.1 BLOCK A LIFT 6
21-03-09 503 FC EB C 16 42.5N 190 9.0 16.1 22.1 25.2 BLOCK C LIFT 2
21-03-09 504 FC K C 25 42.5N 250 20.5 24.4 34.5 38.1 BLOCK C LIFT 2
Cement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
GRAVITY DAM
LABORATORY
Concrete class
Cement type
SH
IFT
Sample Ref.
Mix Type
SITE MATERIALS
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0Apr-09
Summary of
Cylinder Compressive Strengh Results
149
DateNote
Casted2 days 7 days 28 days 90 days
Cement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
GRAVITY DAM
LABORATORY
Concrete class
Cement type
SH
IFT
Sample Ref.
Mix Type
SITE MATERIALS
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0Apr-09
Summary of
Cylinder Compressive Strengh Results
27-03-09 512 FC EB C 16 42.5N 190 9.6 16.2 22.2 24.6 BLOCK B LIFT 1
27-03-09 513 FC K C 25 42.5N 250 20.8 27.2 37.3 40.2 BLOCK B LIFT 1
01-04-09 519 FC EB C 16 42.5N 190 11.1 19.0 24.6 29.3 BLOCK B LIFT 2
01-04-09 520 FC K C 25 42.5N 250 12.7 25.0 32.6 36.5 BLOCK B LIFT 2
04-04-09 524 FC IB-2 C 30 42.5N 270 15.7 23.9 31.1 36.0 BLOCK A LIFT 7
08-04-09 532 FC EB C 16 42.5N 190 11.3 17.3 24.5 28.6 BLOCK C LIFT 3
08-04-09 533 FC K C 25 42.5N 250 15.2 23.5 33.4 39.3 BLOCK C LIFT 3
18-04-09 545 FC IB-2 C 30 42.5N 270 13.6 23.5 32.2 36.4 BLOCK D LIFT 8
25-04-09 555 FC EB C 16 42.5N 190 10.6 18.2 24.3 26.5 BLOCK C LIFT 4
25-04-09 556 FC K C 25 42.5N 250 18.9 25.9 31.8 36.5 BLOCK C LIFT 4
01-05-09 571 FC IB-2 C 30 42.5N 270 14.2 24.1 31.2 36.3 BLOCK D LIFT 9
05-05-09 574 FC EB C 16 42.5N 190 10.6 17.4 23.3 25.2 GATED SPILLWAY
07-05-09 576 FC EB C 16 42.5N 190 8.9 17.7 23.3 25.6 GATED SPILLWAY
09-05-09 583 FC K C 25 42.5N 250 16.1 26.9 35.0 41.0 BLOCK C LIFT 5
09-05-09 584 FC EB C 16 42.5N 190 10.0 17.3 24.2 27.2 BLOCK C LIFT 5
14-05-09 595 FC K C 25 42.5N 250 21.2 28.3 37.1 41.3 BLOCK B LIFT 3
14-05-09 596 FC EB C 16 42.5N 190 10.1 17.8 23.8 26.5 BLOCK B LIFT 3
20-05-09 608 FC EB C 16 42.5N 190 12.1 21.7 29.1 34.0 BLOCK B LIFT 4
20-05-09 609 FC K C 25 42.5N 250 13.6 26.8 36.7 41.7 BLOCK B LIFT 4
21-05-09 610 FC K C 25 42.5N 250 12.3 31.7 38.1 40.7 BLOCK C LIFT 6
25-05-09 616 FC IB-2 C 30 42.5N 270 13.9 24.2 34.2 38.8 BLOCK B LIFT 5
02-06-09 629 FC K C 25 42.5N 250 14.8 24.8 33.5 39.1 BLOCK C LIFT 6
02-06-09 630 FC IB-2 C 30 42.5N 270 13.4 24.2 33.8 39.2 BLOCK C LIFT 7
07-06-09 640 FC IB-2 C 30 42.5N 270 14.7 24.1 34.7 37.5 BLOCK A LIFT 8
15-06-09 657 FC IB C 35 42.5N 300 15.5 26.9 36.9 45.4 BLOCK D LIFT 10
18-06-09 664 FC IB C 35 42.5N 300 15.0 27.1 36.3 41.8 BLOCK B LIFT 6
23-06-09 674 FC IB C 35 42.5N 300 16.6 27.0 36.1 42.4 BLOCK D LIFT 11
29-06-09 690 FC IB-2 C 30 42.5N 270 15.0 27.4 34.7 39.9 BLOCK A LIFT 9
10-07-09 D 712 FC IB-2 C 30 42.5N 270 14.4 25.7 35.0 38.7 GD D/STREAM COL.
11-07-09 D 716 FC IB-2 C 30 42.5N 270 14.4 27.2 35.9 39.9 BLOCK D LIFT 12
14-07-09 N 724 FC IB C 35 42.5N 300 20.1 27.6 35.3 38.6 BLOCK C LIFT 8
18-07-09 D 737 FC IB-7 C 35 42.5N 270 17.4 31.3 40.2 44.7 BLOCK B LIFT 7
18-07-09 D 738 FC IB-2 C 30 42.5N 270 14.6 24.5 33.6 35.9 BLOCK B LIFT 7
21-07-09 D 748 FC IB-2 C 30 42.5N 270 13.2 25.1 35.7 39.1 RW GD BL G LIFT 1
23-07-09 N 753 FC IB C 35 42.5N 300 17.3 26.8 39.2 43.2 GD BLOCK F LIFT 2
23-07-09 D 755 FC IB C 35 42.5N 300 16.2 27.9 38.8 41.8 BLOCK C LIFT 9
25-07-09 D 762 FC IB-2 C 30 42.5N 270 14.3 24.5 35.4 39.0 BLOCK A LIFT 9
29-07-09 D 774 FC IB-2 C 30 42.5N 270 13.5 24.7 35.5 39.4 BLOCK C LIFT 10
150
DateNote
Casted2 days 7 days 28 days 90 days
Cement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
GRAVITY DAM
LABORATORY
Concrete class
Cement type
SH
IFT
Sample Ref.
Mix Type
SITE MATERIALS
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0Apr-09
Summary of
Cylinder Compressive Strengh Results
31-07-09 N 780 FC IB C 35 42.5N 300 16.5 26.3 40.2 44.5 BLOCK B LIFT 8
06-08-09 N 796 FC IB C 35 42.5N 300 18.5 28.7 42.4 42.8 BLOCK A LIFT 10
07-08-09 D 802 FC IB C 35 42.5N 300 18.2 27.8 39.0 45.5 BLOCK C LIFT 11
11-08-09 D 816 FC IB C 35 42.5N 300 16.2 27.3 38.8 42.5 BLOCK A LIFT 11
13-08-09 N 823 FC IB C 35 42.5N 300 18.1 31.0 41.0 44.3 BLOCK E LIFT 2
14-08-09 D 830 FC IB C 35 42.5N 300 16.1 32.5 41.7 44.8 BLOCK C LIFT 12
16-08-09 D 841 FC IB C 35 42.5N 300 16.8 30.5 41.1 46.2 BLOCK A LIFT 12
18-08-09 D 844 FC IB-2 C 30 42.5N 270 20.8 29.7 33.5 38.6 RW GD BL E LIFT 3
18-08-09 N 847 FC IB-2 C 30 42.5N 270 19.1 27.5 34.8 39.4 BLOCK B LIFT 9
20-08-09 D 856 FC IB-2 C 30 42.5N 270 16.2 28.4 35.4 39.3 RW GD BL E LIFT 4
22-08-09 D 864 FC IB-2 C 30 42.5N 270 16.2 27.8 35.1 38.7 BLOCK B LIFT 10
24-08-09 D 873 FC IB C 35 42.5N 300 17.8 31.7 41.6 45.5 BLOCK E LIFT 5
25-08-09 N 877 FC IB-2 C 30 42.5N 270 16.0 28.7 35.1 38.3 BLOCK B LIFT 11
27-08-09 N 888 FC IB-2 C 30 42.5N 270 17.9 24.5 36.0 39.4 BLOCK B LIFT 12
03-01-10 D 1339 FC IB-2 C 30 42.5N 300 16.2 28.9 36.7 40.6 G/DAM BLOCK "C"
06-01-10 D 1352 FC IB-2 C 30 42.5N 300 14.5 24.6 33.3 39.3G/DAM BLOCK "A" & "D"
LIFT 13A
08-01-10 D 1360 FC IB-2 C 30 42.5N 300 14.5 25.1 32.0 36.5G/DAM BLOCK "B" LIFT
13A
23-09-10 D 2329 FC IB C 35 42.5N 330 17.7 31.6 41.8 46.2 G/DAM BLOCK "A" LIFT 13
06-10-10 N 2363 FC IB C 35 42.5N 330 24.1 30.5 43.8 48.5 G/DAM BLOCK "B" LIFT 13
16-10-10 D 2392 FC IB C 35 42.5N 330 15.5 27.6 35.3 G/DAM BLOCK "C" LIFT 13
04-11-10 2440 FC JC C 30 42.5N 300 14.6 26.1 32.8 G/DAM BLOCK "D" LIFT 13
151
DateNote
Casted2 days 7 days 28 days 90 days
05-02-09 N 428 FC S C 15 42.5N 250 11.2 26.6 35.5 38.9 GATED SPILLWAY
07-02-09 N 432 FC S C 15 42.5N 250 9.3 23.4 30.8 35.6 GATED SPILLWAY
10-02-09 N 438 FC S C 15 42.5N 250 11.1 24.2 32.6 34.4 GATED SPILLWAY
14-02-09 D 446 FC S C 15 42.5N 250 13.6 25.0 32.8 36.9 GATED SPILLWAY
04-03-09 N 471 FC IB-7 C 25 42.5N 270 20.9 35.4 40.1 47.2 GATED SPILLWAY
04-03-09 N 472 FC IB-7 C 25 42.5N 270 17.0 26.4 37.4 40.5 GATED SPILLWAY
04-03-09 N 473 FC IB-7 C 25 42.5N 270 20.6 35.6 40.8 50.4 GATED SPILLWAY
11-03-09 D 488 FC S C 15 42.5N 250 11.6 23.1 30.6 35.5 GATED SPILLWAY
20-03-09 D 501 FC S C 15 42.5N 250 17.1 28.2 36.5 42.0 GATED SPILLWAY
21-03-09 N 505 FC S C 15 42.5N 250 18.0 23.8 28.4 32.2 GATED SPILLWAY
24-03-09 D 508 FC S C 15 42.5N 250 11.0 23.4 31.2 37.5 GATED SPILLWAY
31-03-09 N 517 FC S C 15 42.5N 250 10.2 21.1 28.0 32.0 GATED SPILLWAY
03-04-09 D 521 FC IB-7 C 25 42.5N 270 16.8 27.7 36.3 38.8 GATED SPILLWAY
03-04-09 D 522 FC IB-7 C 25 42.5N 270 17.3 28.7 39.2 43.0 GATED SPILLWAY
07-04-09 N 530 FC S C 15 42.5N 250 12.0 20.4 27.5 33.1 GATED SPILLWAY
09-04-09 D 536 FC IB-2 C 25 42.5N 270 14.7 26.5 33.3 37.1 GATED SPILLWAY
09-04-09 N 535 FC IB-7 C 25 42.5N 270 15.7 25.4 36.0 41.1 GATED SPILLWAY
15-04-09 N 541A FC S C 15 42.5N 250 13.6 21.8 27.5 32.1 GATED SPILLWAY
19-04-09 D 546 FC IB-7 C 25 42.5N 270 13.0 30.5 37.5 42.4 GATED SPILLWAY
19-04-09 N 547 FC IB-7 C 25 42.5N 270 13.4 32.8 42.9 50.1 GATED SPILLWAY
24-04-09 D 553 FC S C 15 42.5N 250 10.5 22.8 28.6 33.2 GATED SPILLWAY
24-04-09 N 554 FC IB-7 C 25 42.5N 270 19.5 28.2 34.9 39.7 GATED SPILLWAY
04-05-09 D 572 FC S C 15 42.5N 250 12.7 22.7 31.1 36.0 GATED SPILLWAY
10-05-09 D 586 FC IB C 35 42.5N 300 15.8 26.0 36.5 41.9 GATED SPILLWAY
10-05-09 N 587 FC IB C 35 42.5N 300 16.4 28.3 35.1 41.5 GATED SPILLWAY
18-05-09 N 603 FC IB-7 C 25 42.5N 270 22.3 34.2 42.5 47.6 GATED SPILLWAY
20-05-09 D 607 FC S C 15 42.5N 250 14.6 22.4 30.3 34.7 GATED SPILLWAY
22-05-09 D 611 FC IB-7 C 25 42.5N 270 17.1 32.4 39.9 42.7 GATED SPILLWAY
24-05-09 D 614 FC IB-7 C 25 42.5N 270 15.8 27.6 38.4 42.4 GATED SPILLWAY
25-05-09 D 617 FC S C 15 42.5N 250 14.3 23.7 29.5 33.7 GATED SPILLWAY
26-05-09 D 618 FC IB C 35 42.5N 300 15.0 27.6 36.9 40.4 GATED SPILLWAY
27-05-09 N 622 FC IB-7 C 25 42.5N 270 18.1 30.1 39.4 44.3 GATED SPILLWAY
28-05-09 N 623 FC IB-7 C 25 42.5N 270 17.8 25.9 37.0 41.9 GATED SPILLWAY
01-06-09 N 628 FC IB-7 C 25 42.5N 270 15.5 27.9 38.7 41.9 GATED SPILLWAY
06-06-09 N 636 FC IB C 35 42.5N 300 15.1 25.8 38.8 41.4 GATED SPILLWAY
06-06-09 N 637 FC IB-7 C 25 42.5N 270 20.7 33.1 39.1 45.1 GATED SPILLWAY
09-06-09 N 643 FC EB C 16 42.5N 190 10.4 17.5 24.9 28.1 GATED SPILLWAY
10-06-09 D 647 FC IB C 35 42.5N 300 16.4 26.3 37.3 41.2 GATED SPILLWAY
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
GATED SPILLWAY
Concrete class
152
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
GATED SPILLWAY
Concrete class
11-06-09 D 649 FC S C 15 42.5N 250 12.4 20.6 27.2 32.5 GATED SPILLWAY
17-06-09 D 661 FC IB C 35 42.5N 300 15.0 27.1 37.0 43.0 GATED SPILLWAY
17-06-09 D 662 FC IB-7 C 25 42.5N 270 15.4 28.9 38.8 44.3 GATED SPILLWAY
17-06-09 N 663 FC IB C 35 42.5N 300 15.1 26.3 36.9 42.4 GATED SPILLWAY
20-06-09 D 670 FC IB C 35 42.5N 300 15.4 27.5 36.3 43.1 GATED SPILLWAY
25-06-09 N 682 FC IB C 35 42.5N 300 14.5 27.7 36.7 42.6 GATED SPILLWAY
27-06-09 N 685 FC IB C 35 42.5N 300 17.2 26.9 36.5 41.0 GATED SPILLWAY
27-06-09 N 686 FC IB-7 C 25 42.5N 270 20.8 27.8 37.4 44.1 GATED SPILLWAY
27-06-09 D 689 FC IB C 35 42.5N 300 16.0 27.7 38.2 42.8 GATED SPILLWAY
01-07-09 D 694 FC S C 15 42.5N 250 11.6 22.5 27.5 30.5 GATED SPILLWAY
02-07-09 D 695 FC IB C 35 42.5N 300 17.0 29.1 36.1 41.5 GATED SPILLWAY
07-07-09 D 703 FC IB-7 C 25 42.5N 270 18.4 30.0 37.0 42.8 GATED SPILLWAY
07-07-09 D 704 FC IB C 35 42.5N 300 21.1 33.2 40.1 42.5 GATED SPILLWAY
09-07-09 N 711 FC IB C 35 42.5N 300 16.5 27.8 37.4 42.8 GATED SPILLWAY
13-07-09 N 721 FC IB C 35 42.5N 300 17.5 26.1 38.1 42.7 GATED SPILLWAY
16-07-09 D 731 FC IB C 35 42.5N 300 16.1 28.0 37.3 39.0 GATED SPILLWAY
18-07-09 N 741 FC IB C 35 42.5N 300 16.3 27.3 36.6 42.1 GATED SPILLWAY
20-07-09 D 745 FC IB C 35 42.5N 300 16.6 26.5 37.1 41.5 GATED SPILLWAY
21-07-09 N 746 FC IB-7 C 25 42.5N 270 19.9 28.4 36.9 43.0 GATED SPILLWAY
23-07-09 N 751 FC IB C 35 42.5N 300 18.6 27.9 38.0 40.6 GATED SPILLWAY
27-07-09 D 767 FC IB C 35 42.5N 300 15.9 27.0 39.1 43.1 GATED SPILLWAY
29-07-09 N 775 FC IB C 35 42.5N 300 16.8 27.4 39.4 42.1 GATED SPILLWAY
30-07-09 N 776 FC IB C 35 42.5N 300 16.7 28.2 38.8 46.6 GATED SPILLWAY
31-07-09 N 782 FC IB C 35 42.5N 300 17.2 27.3 37.5 41.4 GATED SPILLWAY
31-07-09 D 783 FC IB C 35 42.5N 300 18.9 27.7 40.2 43.4 GATED SPILLWAY
04-08-09 D 791 FC IB-7 C 25 42.5N 270 19.1 30.0 39.5 44.1 GATED SPILLWAY SB - S6B
04-08-09 N 792 FC IB C 35 42.5N 300 18.5 29.4 39.2 43.8 GATED SPILLWAY SB - S6B
05-08-09 D 793 FC IB C 35 42.5N 300 15.9 26.8 40.1 42.9GATED SPILLWAY SWA -
C2
06-08-09 D 797 FC IB C 35 42.5N 300 18.8 28.4 37.5 40.8 GATED SPILLWAY D3
08-08-09 D 806 FC IB C 35 42.5N 300 18.2 29.2 40.4 44.9GATED SPILLWAY SWA -
A3
09-08-09 N 807 FC IB C 35 42.5N 300 15.4 28.5 37.2 44.3GATED SPILLWAY SWA
EL:4
11-08-09 N 817 FC IB C 35 42.5N 300 17.6 29.5 40.8 44.6 GATED SPILLWAY B2
13-08-09 D 826 FC IB C 35 42.5N 300 15.2 31.6 40.7 45.1GATED SPILLWAY SWB -
B2
153
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
GATED SPILLWAY
Concrete class
15-08-09 N 835 FC IB C 35 42.5N 300 19.3 32.0 43.1 46.6GATED SPILLWAY SWA -
D4
16-08-09 D 838 FC IB C 35 42.5N 300 16.5 36.1 47.1 49.3GATED SPILLWAY SWA -
C3
19-08-09 N 850 FC IB-7 C 25 42.5N 270 16.5 32.1 40.7 44.3 GATED SPILLWAY SB - S6B
19-08-09 D 851 FC IB C 35 42.5N 300 18.9 30.0 44.5 48.1GATED SPILLWAY SWA -
F2
19-08-09 D 852 FC IB C 35 42.5N 300 22.9 34.1 44.0 47.9GATED SPILLWAY SWA -
D4
22-08-09 N 862 FC EB C 16 42.5N 190 11.2 18.8 16.1 28.1GATED SPILLWAY RRC
CIZE-WALL
22-08-09 D 863 FC IB C 35 42.5N 300 18.7 31.5 44.1 46.4GATED SPILLWAY SWA -
B3
22-08-09 D 866 FC IB C 35 42.5N 300 21.7 35.7 45.6 48.2 GATED SPILLWAY SWF - 1
24-08-09 N 874 FC IB C 35 42.5N 300 21.2 34.5 42.9 46.1GATED SPILLWAY SWA -
F3
26-08-09 N 878 FC EB C 16 42.5N 190 10.3 21.5 30.6 34.3G.S.W RET. WALL DOWN
STREAM RR
26-08-09 D 879 FC IB C 35 42.5N 300 28.7 25.5 49.1 46.4GATED SPILLWAY SWB -
A1
26-08-09 D 881 FC IB-7 C 25 42.5N 270 17.7 31.2 43.1 46.8 GATED SPILLWAY SB5
26-08-09 D 882 FC IB C 35 42.5N 300 17.4 32.3 41.4 44.2 GATED SPILLWAY SB5
27-08-09 N 884 FC IB C 35 42.5N 300 16.0 26.6 43.0 46.4GATED SPILLWAY SWA -
C4
28-08-09 D 890 FC IB C 35 42.5N 300 17.8 31.3 40.2 44.2GATED SPILLWAY SWA -
J2
28-08-09 N 892 FC IB C 35 42.5N 300 14.9 31.4 41.3 45.3GATED SPILLWAY SWB -
D3
01-09-09 D 899 FC IB C 35 42.5N 330 16.2 27.4 42.5 46.5GATED SPILLWAY SWA -
B4
03-09-09 N 904 FC IB C 35 42.5N 330 24.4 34.9 46.8 49.4GATED SPILLWAY SWA -
F4
03-09-09 D 905 FC IB C 35 42.5N 330 19.3 31.0 41.0 45.6 GATED SPILLWAY SB - S5B
04-09-09 D 906 FC EB C 16 42.5N 190 10.3 17.8 25.4 28.1G.SPILLWAY RETAINING
WALL RRC
04-09-09 D 910 FC IB C 35 42.5N 330 17.2 29.6 41.5 45.9 GATED SPILLWAY SW - F2
05-09-09 D 916 FC IB C 35 42.5N 330 20.7 30.2 39.9 43.2 GATED SPILLWAY SWA - 3
06-09-09 D 918 FC EB C 16 42.5N 190 10.5 18.0 26.0 28.1G.SPILLWAY RET. WALL
D/STREAM
06-09-09 D 920 FC IB C 35 42.5N 330 23.7 35.2 45.1 48.9GATED SPILLWAY SWA -
E5
154
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
GATED SPILLWAY
Concrete class
07-09-09 D 924 FC IB C 35 42.5N 330 20.8 34.4 40.0 44.6GATED SPILLWAY SWA -
D5
10-09-09 N 932 FC IB C 35 42.5N 330 21.4 29.7 40.3 42.4GATED SPILLWAY SWB -
B1
10-09-09 N 933 FC IB C 35 42.5N 330 23.4 34.5 42.8 48.8GATED SPILLWAY SWA -
A5
11-09-09 D 937 FC IB C 35 42.5N 330 18.5 33.6 43.0 49.8GATED SPILLWAY SWA -
E6
12-09-09 N 941 FC IB C 35 42.5N 330 16.2 29.6 38.9 43.5GATED SPILLWAY SWB -
F1
15-09-09 D 946 FC IB C 35 42.5N 330 23.7 36.0 44.8 47.1GATED SPILLWAY SWF -
F3
15-09-09 D 950 FC IB C 35 42.5N 330 22.9 36.4 46.7 50.1GATED SPILLWAY SWA -
D6
17-09-09 N 957 FC IB C 35 42.5N 330 21.2 30.3 40.3 47.5GATED SPILLWAY SWA -
D6
18-09-09 D 961 FC IB C 35 42.5N 330 20.4 33.0 42.5 48.8 GATED SPILLWAY SB - S10
18-09-09 D 964 FC IB-7 C 25 42.5N 300 18.2 29.6 38.9 44.0 GATED SPILLWAY SB - S10
18-09-09 N 965 FC IB C 35 42.5N 330 16.7 32.2 44.3 48.3GATED SPILLWAY SWB -
F2
19-09-09 D 967 FC IB C 35 42.5N 330 23.8 35.8 47.0 53.6GATED SPILLWAY SWB -
F2
22-09-09 D 975 FC IB C 35 42.5N 330 19.0 29.4 37.0 43.2GATED SPILLWAY SWA -
J4
22-09-09 D 977 FC EB C 16 42.5N 190 10.1 19.0 24.3 28.1 GATED SPILLWAY RRC
23-09-09 D 979 FC IB-7 C 25 42.5N 300 16.4 31.2 41.4 47.6GATED SPILLWAY F. SWE
A1-B1-C1
24-09-09 D 980 FC IB C 35 42.5N 330 31.0 40.0 43.2 48.5GATED SPILLWAY F. SWE
A1-B1-C1
24-09-09 D 985 FC IB C 35 42.5N 330 22.7 35.5 40.3 48.8GATED SPILLWAY SB2 -
B2
24-09-09 D 987 FC IB C 35 42.5N 330 18.2 29.8 39.2 44.6 GATED SPILLWAY SW - F2
25-09-09 N 990 FC IB C 35 42.5N 330 22.0 37.3 43.4 52.3GATED SPILLWAY SWA -
C5
25-09-09 N 993 FC IB C 35 42.5N 330 17.4 35.3 43.6 48.3GATED SPILLWAY SWB -
F3
26-09-09 D 995 FC EB C 16 42.5N 190 10.7 16.9 25.0 28.1 GATED SPILLWAY RRC
26-09-09 N 997 FC K C 25 42.5N 250 14.8 24.2 33.8 37.1 GATED SPILLWAY RRC
28-09-09 N 1005 FC IB C 35 42.5N 330 20.3 29.9 41.6 44.2GATED SPILLWAY SWA -
B5
30-09-09 D 1009 FC IB C 35 42.5N 330 22.5 35.0 42.5 45.6GATED SPILLWAY SWA -
C6
155
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
GATED SPILLWAY
Concrete class
01-10-09 D 1012 FC IB C 35 42.5N 330 19.9 30.6 38.6 44.4GATED SPILLWAY SWB -
J1
01-10-09 D 1014 FC IB C 35 42.5N 330 18.3 27.4 35.7 38.1GATED SPILLWAY SWB -
B3
02-10-09 D 1022 FC IB C 35 42.5N 330 18.8 31.2 40.4 47.2GATED SPILLWAY SWB -
B6
06-10-09 N 1029 FC IB C 35 42.5N 330 19.2 32.3 43.6 49.2GATED SPILLWAY FROM
EL:1078 - 1080
06-10-09 N 1031 FC IB-7 C 25 42.5N 300 15.6 32.5 42.9 48.5GATED SPILLWAY FROM
EL:1078 - 1080
07-10-09 D 1034 FC IB C 35 42.5N 330 22.2 35.3 42.6 46.3GATED SPILLWAY SWB -
F4
08-10-09 N 1040 FC IB C 35 42.5N 330 22.7 39.5 45.0 52.4GATED SPILLWAY SWB -
J2
13-10-09 D 1062 FC IB C 35 42.5N 330 26.0 30.7 39.6 48.7GATED SPILLWAY SWB -
C1
14-10-09 D 1066 FC IB C 35 42.5N 330 19.8 29.8 38.2 43.4GATED SPILLWAY SWB -
D4
19-10-09 D 1087 FC IB C 35 42.5N 330 19.0 32.0 40.5 47.8GATED SPILLWAY SWB -
J3
20-10-09 D 1092 FC IB C 35 42.5N 330 19.8 29.6 41.2 43.5G.SPILLWAY SWE A3, B3,
C3, D1 EL:1080 - 1083
20-10-09 D 1093 FC IB-7 C 25 42.5N 300 18.5 31.6 40.5 43.4G.SPILLWAY SWE A3, B3,
C3, D1 EL:1080 - 1083
21-10-09 N 1094 FC IB C 35 42.5N 330 19.6 29.8 39.6 43.6G.SPILLWAY SWE A3, B3,
C3, D1 EL:1080 - 1083
22-10-09 D 1100 FC IB C 35 42.5N 330 17.3 28.8 39.1 41.8GATED SPILLWAY SWB -
C2 - A2
25-10-09 N 1113 FC IB C 35 42.5N 330 18.0 26.4 36.0 38.8GATED SPILLWAY SWF
LIFT 5
28-10-09 N 1121 FC IB C 35 42.5N 330 17.6 28.9 38.8 45.1GATED SPILLWAY SW -
A7, B7, C7
30-10-09 D 1130 FC IB C 35 42.5N 330 17.9 30.0 39.9 43.5GATED SPILLWAY SWB C3
- A3
04-11-09 N 1143 FC IB C 35 42.5N 330 16.8 30.2 40.0 45.6GATED SPILLWAY SWF -
6
07-11-09 D 1156 FC IB C 35 42.5N 330 17.9 29.5 40.8 44.5GATED SPILLWAY SWA -
A8, B8, C8
09-11-09 N 1165 FC IB C 35 42.5N 330 16.3 28.7 38.9 40.8GATED SPILLWAY SWE -
A4, B4, C4, E2, D2
10-11-09 N 1166 FC IB-7 C 35 42.5N 300 20.6 30.4 41.4 48.3GATED SPILLWAY SWE -
A4, B4, C4, E2, D2
10-11-09 D 1168 FC IB C 35 42.5N 330 17.7 30.5 40.6 45.5GATED SPILLWAY SWE -
A4, B4, C4, E2, D2
156
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
GATED SPILLWAY
Concrete class
11-11-09 N 1169 FC IB C 35 42.5N 330 20.9 31.2 42.5 50.5GATED SPILLWAY SWB -
D5
15-11-09 D 1185 FC IB C 35 42.5N 330 17.6 28.2 38.5 41.5GATED SPILLWAY SWB -
C4, A4
21-11-09 N 1207 FC IB C 35 42.5N 330 22.4 30.4 40.1 48.4GATED SPILLWAY SWB -
D6
24-11-09 D 1217 FC IB C 35 42.5N 330 16.1 32.1 41.3 46.2GATED SPILLWAY SWB -
S-5A
25-11-09 N 1219 FC IB C 35 42.5N 330 17.7 29.6 38.4 43.0GATED SPILLWAY SWF -
LIFT 7
27-11-09 N 1225 FC IB C 35 42.5N 330 19.3 30.4 43.4 48.9GATED SPILLWAY SWA -
A9, C9, B9
30-11-09 N 1233 FC IB C 35 42.5N 330 16.7 28.5 39.0 44.0GATED SPILLWAY SWE -
B5, D3 TO EL:1080.00
03-12-09 D 1241 FC IB C 35 42.5N 330 15.8 28.7 36.3 40.0GATED SPILLWAY SWA -
C10, A10, B10
05-12-09 D 1247 FC IB C 35 42.5N 330 15.7 25.5 37.8 40.0GATED SPILLWAY SWB -
A6, C6
06-12-09 D 1252 FC IB C 35 42.5N 330 21.4 30.6 43.1 49.0GATED SPILLWAY SWF
LIFT 8
08-12-09 D 1262 FC IB C 35 42.5N 330 17.1 28.5 37.6 41.4GATED SPILLWAY SWE A5
- C5
08-12-09 D 1263 FC IB C 35 42.5N 330 15.2 27.3 38.6 41.7 GATED SPILLWAY SWA F5
10-12-09 N 1268 FC IB C 35 42.5N 330 20.8 30.3 38.8 42.1GATED SPILLWAY SWB -
D7
12-12-09 D 1277 FC IB C 35 42.5N 330 16.2 27.8 36.6 42.3GATED SPILLWAY SWA
LIFT 6
12-12-09 D 1280 FC IB C 35 42.5N 330 16.5 28.4 39.6 44.3GATED SPILLWAY SWF
LIFT 9 & 10
16-12-09 D 1290 FC IB C 35 42.5N 330 17.9 28.4 36.7 41.7GATED SPILLWAY SWB A7
& C7 LIFT 7
17-12-09 D 1295 FC IB C 35 42.5N 330 16.9 28.6 39.9 45.3 GATED SPILLWAY SWA F7
18-12-09 D 1299 FC IB C 35 42.5N 330 15.7 28.5 37.5 42.8GATED SPILLWAY SWC A1
& C1
19-12-09 D 1304 FC IB C 35 42.5N 330 17.8 30.1 37.0 42.9 GATED SPILLWAY SWC B1
20-12-09 D 1308 FC IB C 35 42.5N 330 16.5 27.9 38.4 44.3 GATED SPILLWAY SWA F8
21-12-09 D 1312 FC IB C 35 42.5N 330 18.6 31.0 39.3 48.2 GATED SPILLWAY SWB D8
22-12-09 D 1315 FC IB C 35 42.5N 330 16.5 28.5 36.7 44.2 GATED SPILLWAY SWA B9
23-12-09 N 1317 FC IB C 35 42.5N 330 16.8 28.5 39.7 45.6 GATED SPILLWAY A6 - C6
157
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
GATED SPILLWAY
Concrete class
29-12-09 D 1322 FC IB C 35 42.5N 330 16.2 27.2 38.8 42.3GATED SPILLWAY SWA
B10
31-12-09 D 1330 FC IB C 35 42.5N 330 21.1 30.7 44.6 49.4 GATED SPILLWAY SWE B6
04-01-10 D 1343 FC IB C 35 42.5N 330 17.2 30.1 39.1 44.0GATED SPILLWAY SWB -
A8, C8
06-01-10 D 1348 FC IB C 35 42.5N 330 24.0 30.9 41.9 48.5GATED SPILLWAY SWB -
B2
06-01-10 N 1351 FC R C 15 42.5N 250 11.7 19.9 25.9 29.7 GATED SPILLWAY RRC
07-01-10 N 1353 FC R C 15 42.5N 250 13.8 21.2 26.1 32.1GATED SPILLWAY SB12
RRC
08-01-10 D 1362 FC IB C 35 42.5N 330 17.6 29.7 36.2 39.8GATED SPILLWAY SWE -
A7 - E7
08-01-10 N 1365 FC IB-2 C 30 42.5N 300 14.8 25.8 34.6 40.3GATED SPILLWAY SB - S11
- RRC
10-01-10 D 1373 FC IB C 35 42.5N 330 18.1 29.8 38.4 45.8GATED SPILLWAY SWB -
D10
11-01-10 D 1376 FC R C 15 42.5N 250 12.5 19.8 25.1 29.1GATED SPILLWAY SB - S11
- RRC
12-01-10 N 1379 FC IB C 35 42.5N 330 22.4 30.4 41.0 49.6GATED SPILLWAY SWE -
B7
14-01-10 D 1391 FC IB C 35 42.5N 330 20.1 30.0 40.1 44.6GATED SPILLWAY SWC -
C2
14-01-10 N 1394 FC IB C 35 42.5N 330 17.7 31.3 38.8 50.1GATED SPILLWAY SLAB -
NR.1
16-01-10 D 1399 FC IB C 35 42.5N 330 18.2 29.5 40.0 45.6GATED SPILLWAY SWD -
C1 - A
18-01-10 D 1410 FC IB C 35 42.5N 330 15.9 26.5 37.8 43.0GATED SPILLWAY SWC -
A2
20-01-10 D 1422 FC IB C 35 42.5N 330 11.9 22.5 29.0 33.3G.SPILLWAY BLINDING
SLAB EXT.WALL A
20-01-10 N 1424 FC IB C 35 42.5N 330 17.3 26.7 38.2 40.6G.SPILLWAY SLAB
UPSTREAM BTN. WALL A&B
21-01-10 D 1426 FC IB C 35 42.5N 330 16.1 25.4 38.4 41.7G.SPILLWAY SLAB
D/STREAM (SB - SR)
21-01-10 D 1427 FC IB-7 C 35 42.5N 300 16.4 28.2 36.9 40.7G.SPILLWAY SLAB DOWN STREAM (SB - 15-12)
22-01-10 D 1434 FC IB C 35 42.5N 330 17.5 30.6 41.9 44.6GATED SPILLWAY SWA -
B11 - C11
23-01-10 N 1435 FC IB C 35 42.5N 330 20.2 28.5 38.9 41.7 GATED SPILLWAY SW - HL
158
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
GATED SPILLWAY
Concrete class
23-01-10 D 1439 FC S C 20 42.5N 250 11.3 20.8 26.7 28.4GATED SPILLWAY
BLINDING EXT.WALL A
23-01-10 N 1440 FC IB C 35 42.5N 330 15.7 30.3 39.9 44.4GATED SPILLWAY SWA -
SBG
25-01-10 N 1451 FC IB C 35 42.5N 330 17.0 28.5 37.4 42.5 GATED SPILLWAY SB - 11
26-01-10 N 1458 FC IB C 35 42.5N 330 17.5 26.6 37.9 43.2GATED SPILLWAY SWA -
BASE
27-01-10 N 1459 FC IB C 35 42.5N 330 20.6 28.6 39.8 44.9GATED SPILLWAY SWA -
SBH
28-01-10 D 1462 FC IB C 35 42.5N 330 18.2 31.2 42.6 45.0GATED SPILLWAY SWB -
C9 - A9
29-01-10 N 1472 FC IB C 35 42.5N 330 15.6 29.9 40.7 46.3GATED SPILLWAY SWA -
SBH
30-01-10 N 1474 FC IB C 35 42.5N 330 20.8 31.2 40.1 44.1GATED SPILLWAY SWD -
B1
30-01-10 D 1476 FC IB C 35 42.5N 330 17.3 29.4 40.8 45.9 GATED SPILLWAY SWF - 7
02-02-10 N 1485 FC IB C 35 42.5N 330 17.2 29.6 40.4 45.2 GATED SPILLWAY SWH - 2
02-02-10 N 1486 FC IB C 35 42.5N 330 16.5 28.4 37.1 44.9GATED SPILLWAY SWA -
SLAB DOWNSTREAM
03-02-10 N 1487 FC IB C 35 42.5N 330 17.3 29.7 37.4 41.8GATED SPILLWAY SWB -
D10
04-02-10 D 1493 FC IB C 35 42.5N 330 17.8 26.8 37.1 41.9GATED SPILLWAY SWA -
A11
04-02-10 N 1494 FC S C 20 42.5N 250 12.3 19.8 25.8 29.6GATED SPILLWAY SWH -
PLAIN CONCRETE
05-02-10 D 1500 FC IB C 35 42.5N 330 19.5 30.7 40.7 45.2 GATED SPILLWAY SWF - 8
05-02-10 D 1502 FC IB C 35 42.5N 330 16.5 27.9 36.5 40.6GATED SPILLWAY SWA -
SB1
06-02-10 D 1508 FC IB C 35 42.5N 330 17.4 27.3 36.6 42.9GATED SPILLWAY SWE -
A7 - C7
08-02-10 D 1519 FC IB C 35 42.5N 330 15.9 26.6 36.1 39.4GATED SPILLWAY SWF - 9-
10
09-02-10 N 1526 FC IB C 35 42.5N 330 16.3 28.0 36.3 41.8GATED SPILLWAY SWE -
B8
10-02-10 N 1531 FC IB C 35 42.5N 330 16.8 27.2 38.0 44.6GATED SPILLWAY SWA -
J5
11-02-10 N 1537 FC IB C 35 42.5N 330 18.1 27.0 35.5 41.6GATED SPILLWAY SWA -
SBJ
11-02-10 N 1543 FC IB C 35 42.5N 330 16.6 27.3 36.3 41.9GATED SPILLWAY SWB -
A10-C10
12-02-10 N 1544 FC IB C 35 42.5N 330 18.6 26.9 36.4 41.1GATED SPILLWAY SWH -
H2
13-02-10 N 1547 FC IB C 35 42.5N 330 23.2 32.3 41.6 47.1GATED SPILLWAY SWE -
A9-C9
14-02-10 N 1555 FC IB C 35 42.5N 330 16.0 28.9 37.1 41.3GATED SPILLWAY SWA G -
H1 WALL
16-02-10 N 1560 FC IB C 35 42.5N 330 23.4 32.2 43.0 48.4GATED SPILLWAY SWC -
A3-C3 WALL
159
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
GATED SPILLWAY
Concrete class
17-02-10 N 1565 FC IB C 35 42.5N 330 17.0 28.3 38.6 43.4GATED SPILLWAY SWA -
H1
17-02-10 D 1567 FC IB C 35 42.5N 330 17.9 27.1 37.7 41.6GATED SPILLWAY SWA -
D7-E7
18-02-10 N 1572 FC IB C 35 42.5N 330 23.4 32.3 42.8 49.7GATED SPILLWAY SWE -
B9-1
19-02-10 N 1580 FC IB C 35 42.5N 330 17.0 28.8 39.6 44.4GATED SPILLWAY SWA -
C12
19-02-10 N 1584 FC R C 15 42.5N 250 12.8 22.8 31.3 37.3GATED SPILLWAY SB9
BLINDING DOWNSTREAM
21-02-10 1590 FC IB C 35 42.5N 330 18.7 28.2 37.6 44.6GATED SPILLWAY SWE -
D92
21-02-10 D 1591 FC IB C 35 42.5N 330 17.8 27.7 36.2 42.5GATED SPILLWAY SWB -
C11
22-02-10 N 1592 FC IB C 35 42.5N 330 18.4 28.9 36.2 45.2GATED SPILLWAY SWA -
E&D LIFT 8
22-02-10 D 1595 FC IB C 35 42.5N 330 16.5 27.3 37.4 40.3GATED SPILLWAY SWA -
K2
23-02-10 N 1597 FC IB C 35 42.5N 330 17.4 30.5 39.5 45.3GATED SPILLWAY SWA -
H1
23-02-10 D 1599 FC IB C 35 42.5N 330 16.8 29.2 35.8 42.4GATED SPILLWAY SWE - A
& C10
23-02-10 D 1600 FC S C 15 42.5N 250 9.8 16.6 21.2 24.0GATED SPILLWAY SB-SB9 (
PART 2)
25-02-10 N 1609 FC R C 15 42.5N 250 11.6 17.3 24.8 28.2GATED SPILLWAY BLINDING SB - S8
25-02-10 D 1611 FC R C 15 42.5N 250 10.1 16.9 24.2 27.8GATED SPILLWAY SWD -
FH-1
26-02-10 N 1618 FC IB C 35 42.5N 330 16.3 27.8 36.2 41.2GATED SPILLWAY SWA -
D9 - E9
26-02-10 D 1619 FC IB C 35 42.5N 330 17.5 26.0 38.3 41.1GATED SPILLWAY SWA -
G3
01-03-10 D 1627 FC R C 15 42.5N 250 11.6 18.3 24.9 28.4GATED SPILLWAY BLINDING SB - S9
02-03-10 N 1629 FC IB C 35 42.5N 330 20.7 29.2 41.3 45.6GATED SPILLWAY SWC -
F1
02-03-10 N 1637 FC IB C 35 42.5N 330 16.1 26.4 36.5 40.3GATED SPILLWAY SWC -
A4 - C4
03-03-10 D 1638 FC M6 C 40 42.5N 380 22.2 34.6 44.0 51.4GATED SPILLWAY SWC -
A4 - C4
03-03-10 D 1639 FC IB C 35 42.5N 330 17.3 28.9 39.2 44.3GATED SPILLWAY SWE -
B10
05-03-10 D 1651 FC IB C 35 42.5N 330 16.6 27.5 36.9 39.4GATED SPILLWAY SWA -
D10
06-03-10 N 1655 FC IB C 35 42.5N 330 16.8 27.6 38.4 43.6GATED SPILLWAY SWA -
K3
06-03-10 D 1657 FC IB C 35 42.5N 330 16.8 27.1 37.6 42.2GATED SPILLWAY SWA -
F1
09-03-10 N 1664 FC IB C 35 42.5N 330 17.3 27.3 36.9 39.3GATED SPILLWAY SWC -
B3
10-03-10 N 1668 FC IB C 35 42.5N 330 20.3 27.8 36.2 39.9GATED SPILLWAY G4
WALL
11-03-10 N 1674 FC IB C 35 42.5N 330 16.7 28.0 37.6 40.7GATED SPILLWAY SB - S9
SLAB
11-03-10 D 1676 FC IB C 35 42.5N 330 17.3 28.8 38.2 45.6GATED SPILLWAY SB - S9
SLAB
12-03-10 N 1681 FC IB C 35 42.5N 330 16.2 27.3 37.1 40.6GATED SPILLWAY SWE - A -
C11 WALL
16-03-10 D 1697 FC IB C 35 42.5N 330 18.0 27.0 36.7 38.7GATED SPILLWAY SWB - A -
11
160
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
GATED SPILLWAY
Concrete class
17-03-10 N 1699 FC IB C 35 42.5N 330 20.7 28.1 36.3 39.1GATED SPILLWAY SWB -
B4
19-03-10 N 1710 FC IB C 35 42.5N 330 20.4 31.3 38.6 41.6GATED SPILLWAY SWA -
D11 - E11
20-03-10 D 1718 FC IB C 35 42.5N 330 21.5 32.8 40.8 44.8GATED SPILLWAY SWC -
D1
20-03-10 N 1721 FC IB C 35 42.5N 330 15.8 26.6 36.1 39.9GATED SPILLWAY SWA -
H2
21-03-10 N 1723 FC IB C 35 42.5N 330 16.9 28.4 37.2 41.6GATED SPILLWAY SWB -
B11
22-03-10 D 1727 FC S C 20 42.5N 250 10.7 20.9 29.3 32.7 GATED SPILLWAY SB - S8
24-03-10 D 1734 FC IB C 35 42.5N 330 18.5 28.9 37.4 39.0GATED SPILLWAY SWD -
J1
25-03-10 D 1737 FC IB-7 C 35 42.5N 300 17.3 29.3 38.8 42.4 GATED SPILLWAY SB - S8
25-03-10 N 1738 FC IB C 35 42.5N 330 20.3 27.2 41.6 46.2 GATED SPILLWAY SB - S8
25-03-10 D 1743 FC IB C 35 42.5N 330 16.0 28.7 38.2 41.9GATED SPILLWAY SWD -
A2 - C2
27-03-10 N 1750 FC IB C 35 42.5N 330 17.8 28.3 37.6 41.4GATED SPILLWAY SWA -
HA
27-03-10 D 1755 FC IB C 35 42.5N 330 16.4 26.9 36.2 39.2GATED SPILLWAY SWD - F
- E - O
29-03-10 D 1761 FC IB C 35 42.5N 330 17.9 26.4 36.4 40.1GATED SPILLWAY SWC -
A5
30-03-10 N 1764 FC IB C 35 42.5N 330 16.2 28.7 36.4 40.0 GATED SPILLWAY SB - S8
30-03-10 N 1765 FC IB-7 C 35 42.5N 300 16.7 27.0 37.3 40.1 GATED SPILLWAY SB - S8
30-03-10 D 1767 FC IB C 35 42.5N 330 16.2 27.1 36.8 40.3 GATED SPILLWAY SB - S8
30-03-10 D 1770 FC IB C 35 42.5N 330 16.3 26.9 35.2 38.7GATED SPILLWAY SWA -
H3
01-04-10 D 1777 FC IB C 35 42.5N 330 20.3 29.8 40.3 44.5GATED SPILLWAY SWD-
B2
01-04-10 N 1779 FC IB C 35 42.5N 330 19.8 29.9 38.2 42.2GATED SPILLWAY SWA- K5
WALL
07-04-10 N 1791 FC IB C 35 42.5N 330 15.5 27.1 36.6 39.1GATED SPILLWAY SWE-
B11 WALL
07-04-10 N 1792 FC IB C 35 42.5N 330 16.3 26.8 36.4 39.2GATED SPILLWAY SWE- 1 -
2 WALL
09-04-10 D 1796 FC IB C 35 42.5N 330 14.5 26.1 35.5 39.5GATED SPILLWAY SWA- 11
WALL
10-04-10 N 1807 FC IB C 35 42.5N 330 15.7 27.5 36.1 40.0GATED SPILLWAY SWA- A3
- C3
11-04-10 N 1808 FC IB C 35 42.5N 330 16.0 27.1 36.6 39.4 GATED SPILLWAY SWA- H4
12-04-10 D 1810 FC IB C 35 42.5N 330 15.7 28.0 38.8 43.5GATED SPILLWAY SWB-
D11 (STAGE 1)
14-04-10 N 1817 FC IB C 35 42.5N 330 17.6 25.9 35.8 37.6GATED SPILLWAY SWC-
B4 WALL (STAGE 1)
14-04-10 D 1820 FC IB C 35 42.5N 330 16.0 26.4 36.3 39.8GATED SPILLWAY SWE- A
& C)
15-04-10 N 1823 FC IB C 35 42.5N 330 16.8 27.3 37.1 41.3GATED SPILLWAY SWD-
B3 WALL
15-04-10 D 1824 FC IB C 35 42.5N 330 15.6 25.7 36.1 39.6GATED SPILLWAY SWE- A
& C) WALL
15-04-10 N 1826 FC IB C 35 42.5N 330 16.9 25.7 37.1 40.3GATED SPILLWAY SWD-
FE2 & F2 WALL
161
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
GATED SPILLWAY
Concrete class
16-04-10 D 1831 FC IB C 35 42.5N 330 15.5 25.3 37.1 41.0 GATED SPILLWAY SWA- L3
16-04-10 D 1834 FC IB C 35 42.5N 330 16.3 27.7 40.1 44.6GATED SPILLWAY SWD-
B3 WALL
19-04-10 N 1843 FC IB C 35 42.5N 330 15.0 26.7 38.1 43.1GATED SPILLWAY SWA- H5
WALL
22-04-10 N 1853 FC IB C 35 42.5N 330 15.5 26.0 36.8 42.7GATED SPILLWAY SWE-
B12 WALL
23-04-10 D 1856 FC IB C 35 42.5N 330 15.1 26.2 36.5 39.3GATED SPILLWAY SWB- J4
WALL
24-04-10 N 1858 FC IB C 35 42.5N 330 15.9 25.1 37.2 41.1GATED SPILLWAY SWD-
A4 - C4
24-04-10 N 1859 FC IB C 35 42.5N 330 15.2 26.2 37.8 41.1GATED SPILLWAY SWE-E
& FF3
24-04-10 D 1860 FC IB C 35 42.5N 330 16.3 27.1 36.9 40.6GATED SPILLWAY SWB-B4
(2 POLE) WALL
24-04-10 D 1862 FC IB C 35 42.5N 330 15.8 26.0 36.5 40.8GATED SPILLWAY SB- S8
SLAB
25-04-10 N 1865 FC IB-7 C 35 42.5N 300 24.2 32.4 45.0 49.2GATED SPILLWAY SB- S8
SLAB
25-04-10 D 1867 FC IB C 35 42.5N 330 16.1 30.3 42.4 45.4GATED SPILLWAY SB- S8
SLAB
27-04-10 N 1872 FC IB C 35 42.5N 330 20.7 31.5 38.1 41.2GATED SPILLWAY SWE- A
& C 13 WALL
27-04-10 N 1873 FC IB C 35 42.5N 330 19.7 29.5 35.7 41.7GATED SPILLWAY SWC- J2
WALL
28-04-10 N 1876 FC IB C 35 42.5N 330 18.4 30.4 36.8 41.8GATED SPILLWAY SWD-
B4 1 POUR WALL
30-04-10 N 1881 FC IB C 35 42.5N 330 17.6 27.1 36.5 37.8GATED SPILLWAY SWE- A6
- C6 WALL
30-04-10 D 1883 FC IB C 35 42.5N 330 16.8 26.6 35.6 39.8GATED SPILLWAY SWE-
B13 WALL
02-05-10 D 1885 FC IB C 35 42.5N 330 15.8 26.1 36.0 39.8GATED SPILLWAY SWD-
FF4 - FE4
05-05-10 N 1892 FC IB C 35 42.5N 330 15.8 25.9 36.2 40.3GATED SPILLWAY SWC-
D1 WALL
07-05-10 D 1898 FC IB C 35 42.5N 330 19.6 29.1 39.0 42.6GATED SPILLWAY SWC- J3
WALL
08-05-10 D 1905 FC IB C 35 42.5N 330 15.4 25.2 35.8 37.9GATED SPILLWAY SWE-
A14 - C14 WALL
08-05-10 N 1906 FC IB C 35 42.5N 330 16.3 29.4 35.9 40.0GATED SPILLWAY SB- S1.2
SLAB WALL
11-05-10 N 1912 FC IB C 35 42.5N 330 16.4 27.3 36.8 39.3GATED SPILLWAY SWA- I3
WALL
11-05-10 D 1913 FC IB C 35 42.5N 330 17.8 27.1 37.5 41.2GATED SPILLWAY SWD-
A5 - C5 WALL
11-05-10 N 1915 FC IB C 35 42.5N 330 15.9 26.2 35.9 40.7 GATED SPILLWAY SWB- J5
11-05-10 N 1916 FC IB C 35 42.5N 330 16.1 26.9 35.9 40.5 GATED SPILLWAY SWB- B5
13-05-10 N 1920 FC IB C 35 42.5N 330 14.7 26.3 37.0 42.8GATED SPILLWAY SWE-
B14 WALL
15-05-10 N 1926 FC IB C 35 42.5N 330 19.2 27.5 35.7 38.8GATED SPILLWAY SWC- F2
WALL
15-05-10 D 1927 FC IB C 35 42.5N 330 21.8 30.7 38.2 41.7GATED SPILLWAY SWC-
A7 - C7 WALL
16-05-10 N 1929 FC IB C 35 42.5N 330 14.5 26.9 36.2 40.7GATED SPILLWAY SWC- J4
WALL
18-05-10 N 1935 FC IB C 35 42.5N 330 20.6 31.0 43.8 51.7GATED SPILLWAY SWD- J2
- F2 WALL
162
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
GATED SPILLWAY
Concrete class
20-05-10 D 1941 FC IB C 35 42.5N 330 20.1 30.2 43.5 46.9GATED SPILLWAY SWA- L4
- 14 WALL
20-05-10 D 1943 FC IB C 35 42.5N 330 15.0 25.1 36.7 40.5GATED SPILLWAY SWB- B6
- WALL
21-05-10 N 1945 FC IB C 35 42.5N 330 15.9 25.8 35.8 39.5GATED SPILLWAY SWC- F3
- WALL
22-05-10 N 1947 FC IB C 35 42.5N 330 20.5 27.5 36.4 40.4GATED SPILLWAY SWD-
A6 - C6 WALL
23-05-10 N 1954 FC IB C 35 42.5N 330 16.4 27.2 37.4 42.8GATED SPILLWAY SWD-
FG1
24-05-10 N 1956 FC IB C 35 42.5N 330 20.7 29.9 37.7 42.3GATED SPILLWAY SWD- J3
- F3 WALL
25-05-10 D 1958 FC IB C 35 42.5N 330 15.5 26.8 37.0 40.6GATED SPILLWAY SWB- F5
- WALL
26-05-10 N 1967 FC IB C 35 42.5N 330 15.3 27.2 37.2 41.6GATED SPILLWAY SWC-
B4 - WALL
27-05-10 D 1969 FC IB C 35 42.5N 330 18.8 30.1 37.6 39.6GATED SPILLWAY SWC-
D2 - WALL
28-05-10 N 1972 FC IB C 35 42.5N 330 20.0 30.9 39.2 46.5GATED SPILLWAY SWC- F4
- WALL
28-05-10 D 1974 FC IB C 35 42.5N 330 20.3 30.9 37.5 42.4GATED SPILLWAY SWD-
FG2 - FH1
29-05-10 D 1976 FC IB C 35 42.5N 330 16.3 25.9 35.9 40.5GATED SPILLWAY SWC-
A8 - C8 WALL
29-05-10 N 1977 FC IB C 35 42.5N 330 20.8 29.7 36.3 41.6GATED SPILLWAY SWC-
G1 - WALL
01-06-10 D 1982 FC IB C 35 42.5N 330 18.5 27.1 35.3 43.5GATED SPILLWAY SWC-
G2 - WALL
02-06-10 N 1986 FC IB C 35 42.5N 330 15.1 26.8 33.4 36.2GATED SPILLWAY SWC- J5
- WALL
02-06-10 N 1987 FC IB C 35 42.5N 330 15.4 28.3 36.9 39.9 GATED SPILLWAY SWB- F6
04-06-10 D 1994 FC IB C 35 42.5N 330 16.9 36.1 37.4 43.8GATED SPILLWAY SWD- J4
- F4 WALL
04-06-10 D 1995 FC IB C 35 42.5N 330 20.3 32.0 40.7 44.0GATED SPILLWAY SWD-
A7 - C7 WALL
06-06-10 N 2002 FC IB C 35 42.5N 330 20.6 28.2 35.1 41.0GATED SPILLWAY SWC- F5
WALL
07-06-10 N 2004 FC IB C 35 42.5N 330 17.0 25.3 35.8 40.2GATED SPILLWAY SWA- L5
- I 5 WALL
07-06-10 D 2005 FC IB C 35 42.5N 330 16.4 25.3 35.5 38.2GATED SPILLWAY SWB- B7
- F7 WALL
09-06-10 N 2009 FC IB C 35 42.5N 330 20.2 29.1 36.3 41.2GATED SPILLWAY SWC-
D3 WALL
09-06-10 D 2011 FC IB C 35 42.5N 330 17.6 29.3 38.6 44.1GATED SPILLWAY SWD-
SB - S11 SLAB
10-06-10 N 2014 FC IB C 35 42.5N 330 18.0 28.1 35.5 43.2GATED SPILLWAY SWC-
A9 - C9 WALL
10-06-10 N 2017 FC IB C 35 42.5N 330 15.8 27.7 35.9 40.7GATED SPILLWAY SWC-
K1 WALL
11-06-10 D 2020 FC IB C 35 42.5N 330 15.4 27.6 35.9 42.0GATED SPILLWAY SWD- F5
WALL
12-06-10 D 2026 FC IB C 35 42.5N 330 17.4 27.2 37.9 40.1GATED SPILLWAY SWC-
B5 WALL
12-06-10 N 2030 FC IB C 35 42.5N 330 15.1 25.5 36.4 39.2GATED SPILLWAY SWD-
B4 2nd POURING WALL
13-06-10 N 2032 FC IB C 35 42.5N 330 16.5 26.5 35.5 40.0GATED SPILLWAY SWC-
K2
15-06-10 N 2035 FC IB C 35 42.5N 330 21.9 31.1 40.0 45.4GATED SPILLWAY SWB- B8
- F8
163
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
GATED SPILLWAY
Concrete class
15-06-10 D 2037 FC IB C 35 42.5N 330 15.2 26.0 37.6 41.4GATED SPILLWAY SWD-
A8 - C8 WALL
17-06-10 N 2044 FC IB C 35 42.5N 330 23.8 31.0 39.9 46.3GATED SPILLWAY SWD- J5
WALL
19-06-10 D 2050 FC IB C 35 42.5N 330 17.8 28.8 36.8 42.3GATED SPILLWAY SWB- G -
1
19-06-10 D 2054 FC M6 C 40 42.5N 380 21.0 33.6 45.9 54.2GATED SPILLWAY SWD-
D1 WALL
21-06-10 D 2056 FC IB C 35 42.5N 330 16.9 28.4 37.0 41.8GATED SPILLWAY SWC-
H1, L1, J1 WALL
22-06-10 N 2059 FC IB C 35 42.5N 330 18.7 26.5 35.4 41.6GATED SPILLWAY SWB-
G2 WALL
22-06-10 D 2061 FC IB C 35 42.5N 330 15.9 25.7 37.4 39.9GATED SPILLWAY SWC-
G3 - K3
22-06-10 N 2063 FC IB C 35 42.5N 330 19.2 33.0 40.6 46.7GATED SPILLWAY SWC-
A10 - C10 WALL
23-06-10 N 2066 FC IB C 35 42.5N 330 15.3 28.1 35.6 40.0GATED SPILLWAY SWC-
H2 - L2 - I 2
26-06-10 D 2075 FC IB C 35 42.5N 330 16.3 25.6 38.0 41.2GATED SPILLWAY SWB- L1
- J1
27-06-10 D 2077 FC IB C 35 42.5N 330 20.9 29.7 37.9 44.2GATED SPILLWAY SWC-
A4
27-06-10 N 2078 FC IB C 35 42.5N 330 20.7 29.7 37.8 42.4GATED SPILLWAY SWC-
B6 WALL
28-06-10 N 2081 FC IB C 35 42.5N 330 16.2 26.6 37.5 40.1GATED SPILLWAY SWD-
A9 - C9 WALL
28-06-10 N 2082 FC IB C 35 42.5N 330 16.8 26.8 35.1 39.9GATED SPILLWAY SWC-
G4 - K4
29-06-10 D 2086 FC IB C 35 42.5N 330 17.4 26.4 35.1 41.5GATED SPILLWAY SWB- J2
- I 2
29-06-10 N 2087 FC IB C 35 42.5N 330 17.8 29.8 37.4 43.2 GATED SPILLWAY SWC- F6
30-06-10 N 2094 FC IB C 35 42.5N 330 16.2 27.0 35.6 39.6 GATED SPILLWAY SWB- B9
02-07-10 N 2097 FC IB C 35 42.5N 330 17.9 28.2 36.1 41.4GATED SPILLWAY SWD-
B5
02-07-10 D 2098 FC IB C 35 42.5N 330 15.4 25.9 35.2 40.1GATED SPILLWAY SWC-
H3 - L3 - I 3
06-07-10 N 2104 FC IB C 35 42.5N 330 17.2 25.3 36.8 39.3GATED SPILLWAY SWD-
D2
08-07-10 N 2108 FC IB C 35 42.5N 330 16.0 25.9 35.4 40.7GATED SPILLWAY SWC-
D5 WALL
08-07-10 D 2109 FC IB C 35 42.5N 330 16.6 26.8 38.4 42.8GATED SPILLWAY SWC-
G5 - K5
10-07-10 D 2114 FC IB C 35 42.5N 330 19.4 31.9 39.6 47.5GATED SPILLWAY SWC-
H4 - L4 - I 4
13-07-10 N 2121 FC IB C 35 42.5N 330 20.5 28.0 38.0 42.4GATED SPILLWAY SWD-
B6 - F6
13-07-10 D 2122 FC IB C 35 42.5N 330 17.7 29.5 35.2 38.9GATED SPILLWAY SWB-
G3
13-07-10 D 2123 FC IB C 35 42.5N 330 16.8 29.3 38.4 43.1GATED SPILLWAY SWD-
A10 - C10
14-07-10 N 2125 FC IB C 35 42.5N 330 17.5 25.5 38.2 41.7GATED SPILLWAY SWB- L3
- J3
15-07-10 D 2129 FC IB C 35 42.5N 330 18.3 31.2 39.9 44.5GATED SPILLWAY SWC-
B7 - F7
17-07-10 D 2134 FC IB C 35 42.5N 330 15.0 27.2 35.4 40.8GATED SPILLWAY SWC-
H5 - L5 - I 5
19-07-10 D 2137 FC IB C 35 42.5N 330 16.7 25.5 35.5 37.6GATED SPILLWAY SWC-
A11 - C11 WALL
164
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
GATED SPILLWAY
Concrete class
20-07-10 D 2141 FC IB C 35 42.5N 330 18.2 29.2 36.9 40.9GATED SPILLWAY SWB-
G4 WALL SLAB
21-07-10 N 2147 FC IB C 35 42.5N 330 15.9 25.3 38.7 41.2GATED SPILLWAY SWB-
B10
22-07-10 D 2149 FC IB C 35 42.5N 330 16.6 27.5 37.2 41.4GATED SPILLWAY SWB- L4
- I 4
23-07-10 N 2152 FC IB C 35 42.5N 330 18.5 26.7 35.4 37.6GATED SPILLWAY SWD-
B7 - F7 WALL
24-07-10 N 2154 FC IB C 35 42.5N 330 18.9 27.9 36.0 40.5GATED SPILLWAY SWB-
G5 WALL
25-07-10 N 2157 FC IB C 35 42.5N 330 18.0 37.2 35.8 39.4GATED SPILLWAY SWD-
G1 - K1
25-07-10 D 2158 FC IB C 35 42.5N 330 18.2 26.0 36.7 39.6GATED SPILLWAY SWC-
D6 WALL
27-07-10 N 2165 FC IB C 35 42.5N 330 16.1 25.8 37.4 41.3GATED SPILLWAY SWB- L5
- I 5
27-07-10 N 2166 FC IB C 35 42.5N 330 16.0 26.9 38.2 41.8GATED SPILLWAY SWC-
B5 - F8
28-07-10 N 2171 FC IB C 35 42.5N 330 15.2 29.2 36.1 40.5GATED SPILLWAY SWD-
G2 - K2
30-07-10 D 2177 FC IB C 35 42.5N 330 19.5 27.3 35.1 40.5GATED SPILLWAY SWD- F8
- B8
03-08-10 N 2182 FC IB C 35 42.5N 330 16.4 26.7 36.3 38.9GATED SPILLWAY SWD-
D3 WALL
03-08-10 N 2184 FC IB C 35 42.5N 330 15.9 25.6 35.4 39.3GATED SPILLWAY SWD-
B11
05-08-10 N 2190 FC IB C 35 42.5N 330 15.3 26.5 35.7 40.6GATED SPILLWAY SWC-
B9
05-08-10 N 2192 FC IB C 35 42.5N 330 15.7 26.9 37.6 44.9GATED SPILLWAY SWD-
H1 - I 1 - J1
06-08-10 D 2199 FC IB C 35 42.5N 330 16.8 30.1 36.9 45.6GATED SPILLWAY SWD-
B9 WALL
06-08-10 N 2200 FC IB C 35 42.5N 330 15.9 26.5 35.8 40.9GATED SPILLWAY SWD-
H2 - L2 - I 2
08-08-10 N 2202 FC IB C 35 42.5N 330 19.2 27.4 35.1 40.4GATED SPILLWAY SWD-
D7 WALL
09-08-10 D 2204 FC M6 C 40 42.5N 380 24.3 37.1 48.0 55.9GATED SPILLWAY SWC-
WHEEL GATE A4
10-08-10 D 2207 FC IB C 35 42.5N 330 19.9 25.4 37.6 41.6GATED SPILLWAY SWC-
B10
13-08-10 N 2214 FC IB C 35 42.5N 330 15.6 25.8 36.5 39.6GATED SPILLWAY SWD-
B10
13-08-10 D 2216 FC R C 25 42.5N 250 11.8 18.4 24.6 27.8GATED SPILLWAY
BLINDING GRANTRY CRANE
16-08-10 D 2222 FC M6 C 40 42.5N 380 23.8 34.6 42.6 48.9G. SPILLWAY SWC- AS EMERGENCY WHEEL
GATE
17-08-10 D 2224 FC IB C 35 42.5N 330 16.8 31.5 36.7 46.3GATED SPILLWAY SWC-
D8
19-08-10 N 2228 FC M6 C 40 42.5N 380 25.7 37.3 47.0 53.0G. SPILLWAY SEW- 1 - 5
EMERGENCY WHEEL GATE
20-08-10 N 2231 FC IB C 35 42.5N 330 16.1 27.5 35.6 39.0GATED SPILLWAY SWD-
D4
21-08-10 N 2234 FC S C 20 42.5N 250 9.8 18.3 24.8 27.8G. SPILLWAY EXTENSION OF GRANTRY BLINDING
21-08-10 N 2236 FC IB C 35 42.5N 330 19.7 26.3 40.4 45.9GATED SPILLWAY SWC-
B11
165
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
GATED SPILLWAY
Concrete class
23-08-10 D 2244 FC IB C 35 42.5N 330 15.7 27.2 36.2 40.7GATED SPILLWAY SWD-
K3 - H3
26-08-10 D 2256 FC IB C 35 42.5N 330 16.5 29.5 36.2 41.7GATED SPILLWAY SWC-
D9
28-08-10 N 2261 FC IB C 35 42.5N 330 16.5 27.2 35.1 39.9GATED SPILLWAY SWD- L3
- J3
31-08-10 N 2268 FC IB C 35 42.5N 330 18.5 27.9 35.8 39.5GATED SPILLWAY SWD -
D5
31-08-10 D 2271 FC IB C 35 42.5N 330 18.4 26.9 36.8 40.8GATED SPILLWAY SFW- 2 -
4
02-09-10 N 2275 FC IB C 35 42.5N 330 21.3 33.9 39.7 45.3G. SPILLWAY SFW- (1 - 6)
EMERGENCY WHEEL GATE
02-09-10 D 2277 FC IB C 35 42.5N 330 16.7 25.1 37.7 41.6G. SPILLWAY SWD - A11 -
B11 - C11
02-09-10 N 2278 FC M6 C 40 42.5N 380 24.8 33.6 44.6 48.8G. SPILLWAY SWD - A11 -
B11 - C11
03-09-10 N 2280 FC IB C 35 42.5N 330 15.3 29.9 39.6 44.7GATED SPILLWAY SFW- 2 -
5
05-09-10 N 2282 FC IB C 35 42.5N 330 21.6 29.5 42.3 47.0G. SPILLWAY SWD- K4 - H4
- L4 - J4 WALL
07-09-10 N 2289 FC IB C 35 42.5N 330 22.7 30.7 41.0 45.6GATED SPILLWAY SWD -
D10
08-09-10 D 2292 FC IB C 35 42.5N 330 23.1 31.0 41.8 47.1GATED SPILLWAY SWD -
L4 - I 4
08-09-10 N 2294 FC IB C 35 42.5N 330 16.5 27.6 35.5 39.7GATED SPILLWAY SFW- 1 -
7
09-09-10 N 2295 FC IB C 35 42.5N 330 21.7 30.6 41.4 46.5GATED SPILLWAY SWD -
D6
11-09-10 D 2299 FC IB C 35 42.5N 330 22.2 30.8 42.9 52.2G. SPILLWAY GRANTRY CRANE RAIL EXT. SLAB
CENTRAL EMBANKMENT
13-09-10 N 2303 FC IB C 35 42.5N 330 22.1 30.8 44.3 49.1GATED SPILLWAY SFW- 2 -
6
13-09-10 D 2304 FC IB C 35 42.5N 330 16.8 27.5 38.7 41.4GATED SPILLWAY SWD- K -
G - L - I - 5
15-09-10 D 2310 FC IB C 35 42.5N 330 17.0 26.2 37.3 41.3GATED SPILLWAY SFW- 1 -
7
18-09-10 N 2315 FC IB C 35 42.5N 330 18.0 31.8 43.9 47.7GATED SPILLWAY SWD -
D7
20-09-10 D 2318 FC IB C 35 42.5N 330 16.8 30.1 41.1 48.7G. SPILLWAY SFW- 2 - 7
FRONT WALL
21-09-10 N 2320 FC IB C 35 42.5N 330 16.1 25.7 37.8 42.3GATED SPILLWAY GANTRY
RAIL EXTENTION
22-09-10 D 2323 FC IB C 35 42.5N 330 17.4 30.6 41.9 48.5GATED SPILLWAY SWC -
D11
23-09-10 N 2326 FC IB C 35 42.5N 330 21.0 30.6 37.2 43.9G. SPILLWAY SFW- 1 - 7 &
8 PARTIAL
23-09-10 N 2328 FC IB C 35 42.5N 330 15.1 27.4 37.4 40.4GATED SPILLWAY
EXTENTION APRON
25-09-10 N 2330 FC IB C 35 42.5N 330 18.8 26.3 35.1 38.7GATED SPILLWAY SWD -
D8
26-09-10 N 2334 FC IB C 35 42.5N 330 16.3 28.3 37.5 43.1GATED SPILLWAY
GRANTRY EXTENTION 2nd
PHASE
26-09-10 N 2338 FC IB C 35 42.5N 330 15.2 31.3 40.2 47.0G. SPILLWAY SWD - Z1 -
U1 APRON
27-09-10 N 2340 FC IB C 35 42.5N 330 21.4 30.6 42.1 46.7GATED SPILLWAY SFW- 1 -
10
166
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
GATED SPILLWAY
Concrete class
28-09-10 N 2341 FC IB C 35 42.5N 330 15.3 25.1 35.8 37.4GATED SPILLWAY SFW- 2 -
8
28-09-10 D 2342 FC IB C 35 42.5N 330 18.4 31.2 40.2 47.1GATED SPILLWAY SWD -
G3
28-09-10 D 2344 FC IB C 35 42.5N 330 16.6 25.2 37.8 38.3G. SPILLWAY PRECAST DOWN STREAM BRIDGE
01-10-10 N 2353 FC IB C 35 42.5N 330 17.5 29.7 37.3 44.1GATED SPILLWAY SWD -
D9
01-10-10 N 2355 FC IB C 35 42.5N 330 18.6 31.4 37.6 47.0GATED SPILLWAY SFW- 1 -
10
02-10-10 N 2359 FC IB C 35 42.5N 330 20.4 30.2 38.0 43.5GATED SPILLWAY SWD -
G4
07-10-10 N 2367 FC IB C 35 42.5N 330 17.4 30.8 38.3 44.5GATED SPILLWAY SWD -
G5
07-10-10 N 2368 FC IB C 35 42.5N 330 16.8 29.3 36.8 44.1GATED SPILLWAY SFW- 2 -
9
08-10-10 N 2370 FC IB C 35 42.5N 330 21.1 31.2 37.5 43.9GATED SPILLWAY SFW- 1 -
11
11-10-10 D 2375 FC IB C 35 42.5N 330 15.8 26.6 37.0GATED SPILLWAY SWD -
D10
12-10-10 D 2378 FC M6 C 40 42.5N 380 24.5 35.0 43.5G. SPILLWAY HOIST
BETWEEN SWB & SWC
13-10-10 N 2383 FC IB C 35 42.5N 330 22.5 31.0 40.2GATED SPILLWAY SFW- 2 -
10
15-10-10 D 2389 FC M6 C 40 42.5N 380 22.2 34.8 46.0GATED SPILLWAY HOIST
BEAM RADIAL GATE 2
16-10-10 N 2393 FC IB C 35 42.5N 330 16.6 28.8 37.5GATED SPILLWAY APRON
AWD - Z2
20-10-10 N 2398 FC IB C 35 42.5N 330 17.9 26.2 35.2GATED SPILLWAY SFW- 2 -
10
20-10-10 D 2399 FC IB C 35 42.5N 330 21.4 30.6 40.2GATED SPILLWAY APRON
LIFT B4 - V4
23-10-10 N 2403 FC IB C 35 42.5N 330 21.7 30.5 41.2GATED SPILLWAY SWD -
D11
24-10-10 N 2406 FC IB C 35 42.5N 330 23.8 31.8 40.9GATED SPILLWAY APRON
AWA - T2 - V2
24-10-10 D 2407 FC IB C 35 42.5N 330 19.9 32.7 39.9GATED SPILLWAY SFW- 11
- 12
30-10-10 N 2428 FC IB C 35 42.5N 330 15.9 26.7 36.0GATED SPILLWAY
EXTENDED APRON AWA - Y3 - V3
19-11-10 2477 FC IB C 35 42.5N 330 15.5 25.5 36.8GATED SPILLWAY
PRECAST BEAM FOR BRIDGE AT CREST
167
DateNote
Casted2 days 7 days 28 days 90 days
03-02-09 N 426 FC S C 15 42.5N 250 9.7 24.9 34.1 40.7 SIPHONE SPILLWAY
10-02-09 D 437 FC IB-2 C 25 42.5N 270 9.0 27.0 34.6 39.1 SIPHONE SPILLWAY
05-03-09 D 474 FC IB-7 C 25 42.5N 270 14.3 26.0 36.2 39.5 SIPHONE SPILLWAY
31-03-09 D 516 FC S C 15 42.5N 250 10.3 20.1 27.5 31.9 SIPHONE SPILLWAY
10-04-09 D 538 FC K C 25 42.5N 250 14.2 25.0 34.7 41.5 SIPHONE SPILLWAY
14-05-09 D 597 FC S C 15 42.5N 250 12.4 19.4 27.5 30.9 SIPHONE SPILLWAY
26-05-09 N 619 FC S C 15 42.5N 250 12.4 24.2 33.2 37.4 SIPHONE SPILLWAY
02-06-09 D 631 FC S C 15 42.5N 250 12.5 19.6 24.7 30.7 SIPHONE SPILLWAY
04-06-09 N 634 FC IB-2 C 25 42.5N 270 14.5 25.2 35.1 38.4 SIPHONE SPILLWAY
04-06-09 D 635 FC EB C 16 42.5N 190 10.0 17.3 24.6 28.0 SIPHONE SPILLWAY
14-06-09 D 656 FC IB-7 C 25 42.5N 270 16.1 28.2 36.0 41.2 SIPHONE SPILLWAY
19-06-09 N 667 FC S C 15 42.5N 250 11.5 22.2 29.7 36.3 SIPHONE SPILLWAY
21-06-09 D 672 FC IB-7 C 25 42.5N 270 15.1 27.4 41.3 44.6 SIPHONE SPILLWAY
23-06-09 D 675 FC S C 15 42.5N 250 12.0 22.1 30.6 34.1 SIPHONE SPILLWAY
27-06-09 D 687 FC IB-7 C 25 42.5N 270 17.0 28.5 38.5 42.5 SIPHONE SPILLWAY
03-07-09 D 697 FC IB-7 C 25 42.5N 270 19.6 28.5 37.0 42.5 SIPHONE SPILLWAY
09-07-09 N 710 FC IB-7 C 25 42.5N 270 17.3 27.9 38.4 41.5 SIPHONE SPILLWAY
12-07-09 N 720 FC IB C 35 42.5N 300 16.8 27.3 38.4 41.8 SIPHONE SPILLWAY
17-07-09 D 734 FC IB-2 C 25 42.5N 270 13.9 24.6 35.0 38.9 SIPHONE SPILLWAY
27-07-09 N 768 FC JC C 25 42.5N 300 16.7 32.4 36.3 43.8 SIPHONE SPILLWAY
30-07-09 N 779 FC JC C 25 42.5N 300 12.5 21.4 33.6 35.7 SIPHONE SPILLWAY
03-08-09 N 787 FC JC C 25 42.5N 300 14.1 28.8 39.4 44.1SIPHONE SPILLWAY LIFT
7&8
07-08-09 D 801 FC JC C 25 42.5N 300 18.1 27.3 36.0 40.3SIPHONE SPILLWAY LIFT
2,8&9
09-08-09 D 812 FC JC C 25 42.5N 300 13.2 23.5 35.5 40.5SIPHONE SPILLWAY 11/12
LIFT 2
13-08-09 N 821 FC IB-7 C 25 42.5N 270 20.8 29.9 40.4 44.4S.S.W LIFT 3 BARREL 5&6 /
LIFT 2 13&14/LIFT 2A 6,7,8,9
13-08-09 N 827 FC IB C 35 42.5N 300 15.1 32.0 44.1 48.3S.S.W LIFT 3 BARREL 5&6 /
LIFT 2 13&14/LIFT 2A 6,7,8,9
14-08-09 D 829 FC IB C 35 42.5N 300 16.5 33.3 44.9 46.9S.SPILLWAY BARREL 13,14
LIFT 2
15-08-09 N 835 FC IB C 35 42.5N 300 19.3 32.0 43.1 46.6GATED SPILLWAY SWA -
D4
18-08-09 D 846 FC M6 C 40 42.5N 333 18.6 33.3 44.8 51.9S.SPILLWAY BARREL
10,11,12 LIFT 2A
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
SIPHON SPILLWAY
Concrete class
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
168
DateNote
Casted2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
SIPHON SPILLWAY
Concrete class
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
19-08-09 D 849 FC IB-7 C 25 42.5N 270 20.0 29.0 39.4 43.3S.SPILLWAY BARREL 3 & 4
LIFT 3
21-08-09 D 861 FC IB C 35 42.5N 300 19.5 36.7 46.6 48.1S.SPILLWAY BARREL 5 & 6
LIFT 4
22-08-09 D 867 FC M6 C 40 42.5N 333 24.1 32.6 41.6 44.8S.SPILLWAY BARREL 13,14
LIFT 2A
24-08-09 D 872 FC IB C 35 42.5N 300 20.0 31.9 41.2 44.8S.SPILLWAY BARREL 3 & 4
LIFT 4
27-08-09 D 885 FC IB C 35 42.5N 300 18.9 34.9 44.5 47.1S.SPILLWAY BARREL 1 & 2
LIFT 1
27-08-09 D 886 FC IB-7 C 25 42.5N 270 19.2 31.0 42.0 45.1S.SPILLWAY BARREL 1 & 2
LIFT 1
28-08-09 D 891 FC IB C 35 42.5N 300 16.0 34.1 43.1 46.3S.SPILLWAY BARREL 5 & 6
LIFT 5
04-09-09 D 911 FC IB C 35 42.5N 330 20.4 34.2 42.4 46.2S.SPILLWAY BARREL 3 & 4
LIFT 5
05-09-09 N 913 FC IB C 35 42.5N 330 22.7 33.7 41.2 45.6S.SPILLWAY BARREL 7 & 8
LIFT 3, 2 & 1
06-09-09 N 919 FC IB C 35 42.5N 330 35.4 45.5 55.1 46.9S.SPILLWAY BARREL 5 & 6
LIFT 6+6 / 1
11-09-09 D 936 FC IB C 35 42.5N 330 18.9 31.5 40.2 46.1S.SPILLWAY BARREL 34
LIFT 6.6
12-09-09 N 943 FC IB-7 C 25 42.5N 300 19.3 34.4 44.1 47.5S.SPILLWAY BARREL 15 &
16 LIFT 1
13-09-09 N 944 FC IB C 35 42.5N 330 17.6 29.9 40.4 44.4S.SPILLWAY BARREL 1/2
LIFT 2
16-09-09 D 955 FC IB C 35 42.5N 330 15.2 26.0 39.0 48.1S.SPILLWAY CRANE
RAILWAY
18-09-09 D 962 FC IB C 35 42.5N 330 19.5 33.9 45.1 52.1S.SPILLWAY BARREL 7 & 8
LIFT 4
19-09-09 D 968 FC IB C 35 42.5N 330 19.0 29.6 38.1 45.6S.SPILLWAY BARREL 1/2
LIFT 3
24-09-09 N 986 FC IB C 35 42.5N 330 18.4 31.2 40.9 45.4S.SPILLWAY BARREL 7- 8
LIFT 5
25-09-09 D 991 FC IB C 35 42.5N 330 17.7 27.2 38.0 41.5S.SPILLWAY BARREL 1/2
LIFT 4
25-09-09 N 992 FC M6 C 40 42.5N 333 19.0 33.4 45.6 51.1S.SPILLWAY BARREL 1/2
LIFT 4
26-09-09 D 1000 FC IB C 35 42.5N 330 19.0 31.3 42.5 50.4S.SPILLWAY BARREL
15&16 LIFT 2
30-09-09 D 1010 FC IB C 35 42.5N 330 18.2 30.9 41.0 50.1S.SPILLWAY BARREL 11&12,13&14 LIFT 3
169
DateNote
Casted2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
SIPHON SPILLWAY
Concrete class
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
30-09-09 D 1011 FC IB-7 C 25 42.5N 300 18.1 32.8 42.2 45.8S.SPILLWAY BARREL 11&12,13&14 LIFT 3
02-10-09 N 1019 FC IB C 35 42.5N 330 24.0 33.4 41.6 50.1S.SPILLWAY BARREL 1/2
LIFT 5
08-10-09 D 1039 FC M6 C 40 42.5N 333 21.9 37.0 47.6 54.2S.SPILLWAY BARREL
3&4,5&6 DEFLECTORS
09-10-09 N 1041 FC IB C 35 42.5N 330 20.1 30.4 42.6 48.5S.SPILLWAY BARREL 15-16
LIFT 3
09-10-09 N 1042 FC IB-7 C 25 42.5N 300 19.4 29.1 42.8 46.6S.SPILLWAY BARREL 15-16
LIFT 3
10-10-09 D 1049 FC M6 C 40 42.5N 333 25.5 38.5 48.4 54.6S.SPILLWAY BARREL
3&4,5&6 DEFLECTORS
10-10-09 N 1050 FC M6 C 40 42.5N 333 23.6 34.0 47.8 52.8S.SPILLWAY BARREL 11&12,13&14 LIFT 4
10-10-09 N 1051 FC IB C 35 42.5N 330 23.8 30.6 45.1 47.4S.SPILLWAY BARREL 11&12,13&14 LIFT 4
12-10-09 N 1058 FC IB C 35 42.5N 330 18.0 32.2 42.2 46.4S.SPILLWAY BARREL 7-8
LIFT 6.6
16-10-09 N 1074 FC IB C 35 42.5N 330 22.1 30.1 41.2 53.4S.SPILLWAY BARREL 1/2
LIFT 6/6.1
22-10-09 N 1098 FC IB C 35 42.5N 330 24.3 32.3 40.4 45.8S.SPILLWAY BARREL 9-10
LIFT 3
24-10-09 D 1110 FC M6 C 40 42.5N 333 30.8 43.0 48.4 56.7S.SPILLWAY BARREL 15-16
LIFT 4
24-10-09 D 1111 FC IB C 35 42.5N 330 21.6 28.9 38.8 44.3S.SPILLWAY BARREL 15-16
LIFT 4
29-10-09 D 1123 FC IB C 35 42.5N 330 19.1 31.0 39.1 49.3S.SPILLWAY BARREL 11-
12&13-14 LIFT 5
29-10-09 N 1125 FC IB C 35 42.5N 330 18.2 26.3 37.6 41.4S.SPILLWAY BARREL 11-
12&13-14 LIFT 5
06-11-09 D 1152 FC M6 C 40 42.5N 333 21.5 38.9 48.5 53.4S.SPILLWAY BARREL 9-10
LIFT 4
06-11-09 N 1153 FC IB C 35 42.5N 330 17.0 28.3 38.9 47.4S.SPILLWAY BARREL 9-10
LIFT 4
12-11-09 N 1173 FC IB C 35 42.5N 330 18.7 29.0 39.5 44.3S.SPILLWAY BARREL 15-16
LIFT 5
17-11-09 N 1197 FC IB C 35 42.5N 330 17.7 28.8 38.2 42.1S.SPILLWAY BARREL 9-10
LIFT 5
23-11-09 N 1216 FC IB C 35 42.5N 330 18.5 29.9 36.7 48.6S.SPILLWAY BARREL 11-12
LIFT 6
170
DateNote
Casted2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
SIPHON SPILLWAY
Concrete class
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
28-11-09 D 1228 FC IB C 35 42.5N 330 18.2 30.2 43.5 49.3S.SPILLWAY BARREL 15-16
LIFT 6/6.1
05-12-09 D 1249 FC IB C 35 42.5N 330 16.4 27.2 37.4 44.3S.SPILLWAY BARREL 9-10
LIFT 6/6.1
06-12-09 D 1253 FC IB C 35 42.5N 330 16.2 27.1 36.5 38.5SIPHON SPILLWAY
PRECAST
07-12-09 D 1259 FC IB C 35 42.5N 330 16.3 26.8 37.8 41.6SIPHON SPILLWAY
PRECAST
09-12-09 D 1265 FC IB C 35 42.5N 330 18.1 29.3 37.1 42.5S.SPILLWAY BARRELS 13-
14 LIFT 6/6.1
09-12-09 D 1266 FC IB-7 C 35 42.5N 300 16.4 28.6 37.0 41.5SIPHON SPILLWAY
PRECAST BEAM
10-12-09 D 1270 FC IB C 35 42.5N 330 17.4 27.5 36.5 40.8SIPHON SPILLWAY
PRECAST BEAM
11-12-09 N 1274 FC IB C 35 42.5N 330 17.3 27.9 39.0 43.5SIPHON SPILLWAY
PRECAST
12-12-09 D 1279 FC IB-7 C 35 42.5N 300 16.4 26.8 36.3 38.7SIPHON SPILLWAY
PRECAST BEAM
15-12-09 D 1288 FC IB C 35 42.5N 330 16.3 25.8 39.3 44.6S.SPILLWAY BARRELS 1-2
LIFT 2A
17-12-09 D 1294 FC M6 C 40 42.5N 333 25.4 37.7 46.2 53.8S.SPILLWAY BARRELS 3, 4,
5, 6 LIFT 7
10-01-10 D 1374 FC IB C 35 42.5N 330 17.7 30.5 41.8 46.7S.SPILLWAY BARRELS 1,2
LIFT 4A
12-01-10 D 1382 FC M6 C 40 42.5N 380 26.3 38.8 48.2 55.4S.SPILLWAY BARRELS 1,2
LINING
13-01-10 D 1387 FC IB C 35 42.5N 330 16.9 28.9 39.6 45.3S.S. BARRELS 1,2 LIFT 4A -
5A
15-01-10 D 1398 FC M6 C 40 42.5N 380 22.9 37.2 46.6 51.7S.SPILLWAY BARRELS 7,8
LIFT 7
16-01-10 D 1402 FC IB C 35 42.5N 330 20.0 30.8 41.8 48.4 S.S. BARREL 1 Lift 4A WALL
16-01-10 N 1403 FC IB C 35 42.5N 330 19.0 32.2 44.5 49.5S.SPILLWAY BARRELS 3,4
LIFT 4B
18-01-10 D 1409 FC M6 C 40 42.5N 380 23.6 39.2 50.9 58.3S.SPILLWAY BARRELS 9,10
LIFT 7
19-01-10 D 1415 FC M6 C 40 42.5N 380 21.1 34.4 46.4 49.5S.SPILLWAY BARRELS
11,12 LIFT 7
171
DateNote
Casted2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
SIPHON SPILLWAY
Concrete class
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
19-01-10 N 1420 FC IB C 35 42.5N 330 16.8 28.3 40.6 46.3S.SPILLWAY BARRELS 3,4
LIFT 4A WALL
20-01-10 D 1423 FC M6 C 40 42.5N 380 24.0 38.6 47.4 52.6S.SPILLWAY BARRELS
13,14 LIFT 7
21-01-10 D 1428 FC M6 C 40 42.5N 380 25.2 38.2 48.5 57.0S.SPILLWAY BARRELS
15,16 LIFT 7
23-01-10 D 1438 FC IB C 35 42.5N 330 16.7 30.3 41.4 46.3S.SPILLWAY BARRELS 1-2-5, 6, 2, 3 - 3, 4 LIFT 4A & 4B
25-01-10 D 1448 FC M6 C 40 42.5N 380 21.7 30.4 46.9 50.0S.SPILLWAY PRECAST
BEAM
25-01-10 D 1449 FC IB C 35 42.5N 330 17.4 29.1 40.6 46.2S.SPILLWAY BARRELS 7 - 8
LIFT 4A & 5A
26-01-10 D 1456 FC IB C 35 42.5N 330 18.9 31.1 39.1 44.8S.SPILLWAY BARRELS 4 - 5
& 9 - 10 LIFT 4A & 5A
27-01-10 D 1461 FC IB C 35 42.5N 330 15.7 27.5 36.3 41.3S.SPILLWAY BARRELS 5 -
6 - 7, 7 - 8 LIFT 4B
01-02-10 D 1478 FC IB C 35 42.5N 330 18.2 27.3 37.3 43.1S.SPILLWAY BARRELS 1,2
LIFT 6A
01-02-10 D 1480 FC IB C 35 42.5N 330 17.4 28.6 37.1 42.1S.SPILLWAY BARRELS 11 -
12 LIFT 4A & 5A WALL
02-02-10 D 1484 FC IB C 35 42.5N 330 16.7 28.6 38.6 43.3S.SPILLWAY BARRELS 9 -
10, 10 - 11 LIFT 4B
04-02-10 D 1496 FC IB C 35 42.5N 330 16.5 27.7 38.6 43.5S.SPILLWAY BARRELS 2 -
3, 11 - 12 LIFT 4A
06-02-10 D 1510 FC IB C 35 42.5N 330 18.6 28.3 39.3 45.4S.SPILLWAY BARRELS 3-5
LIFT 6A
07-02-10 N 1515 FC IB C 35 42.5N 330 17.8 29.6 40.8 47.3S.SPILLWAY BARREL 1
LIFT 4B
07-02-10 D 1517 FC IB C 35 42.5N 330 17.5 28.9 38.6 43.7S.SPILLWAY BARRELS 11 -
12, 12 - 13 LIFT 4B
08-02-10 D 1521 FC IB C 35 42.5N 330 17.3 29.4 40.8 46.1S.SPILLWAY BARRELS 1 - 2
LIFT 6B BAR. 7 - 5 LIFT 5
09-02-10 D 1527 FC IB C 35 42.5N 330 16.9 29.6 39.9 45.1S.SPILLWAY BARRELS 12 - 13, 14 - 15 LIFT 4A, 5A&4B
172
DateNote
Casted2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
SIPHON SPILLWAY
Concrete class
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
10-02-10 D 1533 FC IB C 35 42.5N 330 17.0 30.1 42.6 48.1S.SPILLWAY BARRELS 12 -
13 LIFT 4A & 5A
10-02-10 N 1534 FC IB C 35 42.5N 330 18.2 30.6 43.2 46.8S.SPILLWAY BARRELS 4 - 5
LIFT 6A
11-02-10 D 1541 FC IB C 35 42.5N 330 16.2 28.9 37.0 41.2S.SPILLWAY BARRELS 2 -
3, 3 - 4 LIFT 6B
12-02-10 N 1546 FC IB C 35 42.5N 330 16.6 28.3 37.8 41.9S.SPILLWAY BARREL 1
LIFT 5A
13-02-10 D 1553 FC IB C 35 42.5N 330 17.8 28.6 38.7 44.9S.SPILLWAY BARRELS 1 -
2, 3 - 4 LIFT 7A
15-02-10 D 1557 FC IB C 35 42.5N 330 17.3 28.1 39.6 45.2S. SPILLWAY BARRELS 13 -
14 LIFT 4A&5A
16-02-10 N 1559 FC S C 15 42.5N 250 12.6 20.8 26.0 30.6 SIPHON SPILLWAY RRC
16-02-10 D 1562 FC IB C 35 42.5N 330 15.7 26.6 36.6 41.3S.SPILLWAY BARRELS 4 -
5, 5 - 6 LIFT 6B
17-02-10 D 1569 FC IB C 35 42.5N 330 17.3 29.2 40.8 45.1S.SPILLWAY BARREL 1
LIFT 5B
18-02-10 N 1573 FC IB C 35 42.5N 330 17.1 28.3 37.8 40.8S.SPILLWAY BARRELS 9 -
10, 10 - 11 LIFT 5B
19-02-10 D 1582 FC IB C 35 42.5N 330 16.0 26.4 38.4 42.1S.SPILLWAY BARRELS 2 - 3
LIFT 6A
21-02-10 N 1588 FC IB C 35 42.5N 330 20.4 32.9 43.3 50.8S.SPILLWAY BARRELS 4C -
1 BAR. 1 - 2 LIFT 3C
22-02-10 D 1596 FC IB C 35 42.5N 330 16.3 28.1 38.4 41.2S.SPILLWAY BARRELS 11 -
12, 13 - 14 LIFT 6A
24-02-10 D 1604 FC IB C 35 42.5N 330 17.0 28.8 37.5 43.4S.SPILLWAY BARRELS 13 -
15 LIFT 5B
25-02-10 D 1615 FC IB C 35 42.5N 330 16.7 28.8 37.8 42.6SIPHON SPILLWAY AXIS 13
LIFT 6A
26-02-10 N 1622 FC IB C 35 42.5N 330 17.3 30.1 40.6 45.3SIPHON SPILLWAY SS 1 - 4
C2
01-03-10 D 1628 FC IB C 35 42.5N 330 17.7 28.2 37.8 41.5SIPHON SPILLWAY AXIS 15
LIFT 6A
173
DateNote
Casted2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
SIPHON SPILLWAY
Concrete class
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
02-03-10 D 1634 FC IB C 35 42.5N 330 16.7 27.3 36.9 40.8SIPHON SPILLWAY AXIS 21
LIFT 6A
02-03-10 D 1635 FC IB C 35 42.5N 330 17.2 28.4 38.6 43.4SIPHON SPILLWAY AXIS 23
LIFT 5B
02-03-10 N 1636 FC IB C 35 42.5N 330 16.3 27.1 36.8 39.9SIPHON SPILLWAY AXIS 27
LIFT 5B
03-03-10 N 1642 FC IB C 35 42.5N 330 16.6 27.6 37.2 41.3S.SPILLWAY BARRELS 3 - 4
LIFT 3C
04-03-10 D 1645 FC IB C 35 42.5N 330 17.0 29.1 40.6 44.8SIPHON SPILLWAY AXIS 27
LIFT 6A
05-03-10 N 1653 FC IB C 35 42.5N 330 15.9 28.6 39.2 42.7SIPHON SPILLWAY SS - 1
LIFT 5C
08-03-10 D 1662 FC IB C 35 42.5N 330 17.3 28.3 37.8 43.1SIPHON SPILLWAY AXIS 21
LIFT 7A
09-03-10 D 1667 FC IB C 35 42.5N 330 16.2 28.1 38.8 41.1SIPHON SPILLWAY AXIS 25
LIFT 6A
10-03-10 D 1671 FC IB C 35 42.5N 330 16.2 27.8 37.3 41.4SIPHON SPILLWAY AXIS 13
LIFT 6A
11-03-10 N 1679 FC IB C 35 42.5N 330 15.6 28.7 38.6 41.4SIPHON SPILLWAY AXIS 27
LIFT 6B
12-03-10 N 1684 FC IB C 35 42.5N 330 16.6 27.3 39.4 43.8SIPHON SPILLWAY AXIS 3
LIFT 7B - 10B
14-03-10 N 1691 FC IB C 35 42.5N 330 15.3 27.2 37.6 41.8SIPHON SPILLWAY SS - 1
LIFT 6A
15-03-10 D 1695 FC M6 C 40 42.5N 380 26.5 39.6 47.7 51.6S.SPILLWAY BARRELS 1 - 4
LIFT 8
17-03-10 D 1702 FC IB C 35 42.5N 330 16.8 27.1 39.2 44.3SIPHON SPILLWAY AXIS 13
LIFT 7A
18-03-10 D 1707 FC IB C 35 42.5N 330 17.0 26.4 36.1 39.9SIPHON SPILLWAY SS - 1
LIFT 6B - 6C
20-03-10 D 1719 FC IB C 35 42.5N 330 17.0 28.3 36.9 40.3SIPHON SPILLWAY AXIS 25
LIFT 6B
20-03-10 D 1720 FC IB C 35 42.5N 330 19.0 30.9 36.9 41.2SIPHON SPILLWAY AXIS 27
LIFT 7A
174
DateNote
Casted2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
SIPHON SPILLWAY
Concrete class
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
23-03-10 N 1728 FC R C 20 42.5N 250 11.9 19.2 25.3 29.4S.SPILLWAY BARRELS 4 - 5
- 6
24-03-10 D 1736 FC IB C 35 42.5N 330 16.6 27.3 36.9 39.8SIPHON SPILLWAY AXIS 29
LIFT 2A
25-03-10 D 1742 FC M6 C 40 42.5N 380 22.2 36.3 42.5 48.8S.SPILLWAY BARRELS 5 - 6
- 7 LIFT 8
26-03-10 D 1749 FC IB C 35 42.5N 330 18.2 30.1 39.2 41.8S.SPILLWAY BARRELS 5 - 6
- 7 LIFT 3C
27-03-10 N 1751 FC S C 20 42.5N 250 11.5 18.7 25.3 28.1S.SPILLWAY BARRELS 10 - 11 - 12 PLAIN CONCRETE
27-03-10 N 1756 FC IB C 35 42.5N 330 17.2 28.3 39.8 44.1SIPHON SPILLWAY AXIS 7
LIFT 7B - 10B
30-03-10 D 1766 FC IB C 35 42.5N 330 16.9 27.3 36.8 39.9SIPHON SPILLWAY AXIS 31
LIFT 2A
31-03-10 D 1774 FC IB C 35 42.5N 330 14.6 26.8 35.7 39.7S.SPILLWAY BARRELS 10 -
11 - 12 LIFT 3C
02-04-10 N 1781 FC IB C 35 42.5N 330 17.3 28.8 36.8 40.3SIPHON SPILLWAY AXIS 19
LIFT 6B
02-04-10 N 1783 FC IB C 35 42.5N 330 16.9 27.4 36.2 40.1SIPHON SPILLWAY AXIS 11
LIFT 7B - 10
02-04-10 D 1786 FC S C 20 42.5N 250 12.1 19.9 26.3 30.6S.SPILLWAY BARRELS 13 -
14 - 15
06-04-10 D 1789 FC IB C 35 42.5N 330 17.3 28.5 35.9 39.2SIPHON SPILLWAY SS 1
LIFT 7A
08-04-10 D 1795 FC IB C 35 42.5N 330 17.2 27.8 35.8 39.9S.SPILLWAY BARRELS 7 - 8
SLAB
09-04-10 D 1798 FC R C 20 42.5N 250 11.7 19.8 24.9 27.8SIPHON SPILLWAY SS 1
RRC
09-04-10 D 1801 FC IB C 35 42.5N 330 15.0 28.5 35.4 39.8S.SPILLWAY BARRELS 13 -
14 - 15, 3C SLAB
12-04-10 D 1812 FC IB C 35 42.5N 330 16.3 27.9 36.3 40.3SIPHON SPILLWAY AXIS 31
LIFT 4A - 5A
13-04-10 N 1816 FC IB C 35 42.5N 330 16.4 27.7 35.9 40.6S.SPILLWAY BARRELS 9
LIFT 3C
175
DateNote
Casted2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
SIPHON SPILLWAY
Concrete class
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
14-04-10 N 1821 FC R C 20 42.5N 250 10.1 18.3 24.9 27.5 SIPHON SPILLWAY RRC
15-04-10 D 1825 FC IB C 35 42.5N 330 16.8 27.8 38.8 42.3SIPHON SPILLWAY AXIS 3
LIFT 7B - 10B
15-04-10 N 1828 FC IB C 35 42.5N 330 16.8 28.9 39.1 43.3SIPHON SPILLWAY SS 1
LIFT 14A
16-04-10 N 1829 FC R C 20 42.5N 250 9.6 16.9 23.4 25.9SIPHON SPILLWAY SS 1
RRC
17-04-10 D 1839 FC IB C 35 42.5N 330 15.3 26.2 38.6 41.4SIPHON SPILLWAY AXIS 29
- 31 LIFT 5B - 6B
19-04-10 D 1842 FC IB C 35 42.5N 330 17.4 26.8 38.1 42.3SIPHON SPILLWAY AXIS 13
LIFT 7B - 10B
20-04-10 D 1845 FC IB C 35 42.5N 330 16.1 26.0 38.6 42.9SIPHON SPILLWAY AXIS 29
LIFT 17A
20-04-10 N 1846 FC IB C 35 42.5N 330 16.7 25.6 38.5 43.3SIPHON SPILLWAY SS 1
LIFT 14C
21-04-10 N 1850 FC IB C 35 42.5N 330 16.8 27.8 35.9 39.6SIPHON SPILLWAY SWB -
D11 2nd PART WALL
23-04-10 D 1855 FC IB C 35 42.5N 330 15.9 25.9 36.8 39.6SIPHON SPILLWAY SS 1
LIFT 4D
24-04-10 D 1861 FC IB C 35 42.5N 330 16.6 27.8 38.7 41.6SIPHON SPILLWAY SS 1
LIFT 14B
24-04-10 N 1864 FC IB C 35 42.5N 330 16.3 28.3 39.3 43.8SIPHON SPILLWAY SS 1
LIFT 10C - 7B - 10B
27-04-10 D 1874 FC IB C 35 42.5N 330 17.8 27.0 35.4 39.9SIPHON SPILLWAY SS 1
LIFT 14D
28-04-10 D 1878 FC IB C 35 42.5N 330 18.0 30.0 37.7 41.8SIPHON SPILLWAY SS 1
LIFT 5D
04-05-10 D 1888 FC M6 C 40 42.5N 380 24.7 35.6 45.0 49.5SIPHON SPILLWAY
BARRELS 10, 11, 12, 13
04-05-10 D 1890 FC IB C 35 42.5N 330 17.3 28.0 39.2 43.4SIPHON SPILLWAY AXIS 13
LIFT 10 - 1
05-05-10 N 1893 FC IB C 35 42.5N 330 15.1 25.8 36.3 38.5SIPHON SPILLWAY
BARREL 1 SS 1 LIFT 14E,
07-05-10 N 1897 FC IB C 35 42.5N 330 18.8 27.1 35.9 41.4SIPHON SPILLWAY
BARREL SS 1-2 LIFT 6D
09-05-10 D 1907 FC IB C 35 42.5N 330 16.8 27.7 36.9 40.4SIPHON SPILLWAY AXIS 31
LIFT 5A & 6A
10-05-10 N 1908 FC IB C 35 42.5N 330 17.5 27.5 35.5 39.5SIPHON SPILLWAY
BARRELS 7 - 8 LIFT 4B &
12-05-10 D 1919 FC IB C 35 42.5N 330 15.8 26.9 37.1 43.2SIPHON SPILLWAY AXIS 17 BARRELS 9 - 10 LIFT 4A &
14-05-10 N 1924 FC IB C 35 42.5N 330 15.6 28.3 36.7 38.7SIPHON SPILLWAY
BARREL 1 SS 1 LIFT 7D
15-05-10 D 1928 FC IB C 35 42.5N 330 18.5 27.1 39.2 44.8SIPHON SPILLWAY AXIS 17 BARRELS 9 - 10 LIFT 4B &
17-05-10 N 1933 FC IB C 35 42.5N 330 18.8 32.7 40.1 45.6SIPHON SPILLWAY AXIS 17
BARRELS 7 - 8 LIFT 4A &
18-05-10 N 1934 FC IB C 35 42.5N 330 16.8 27.1 38.3 42.8SIPHON SPILLWAY AXIS 21
LIFT 10
25-05-10 D 1961 FC IB C 35 42.5N 330 15.8 26.8 37.3 41.8SIPHON SPILLWAY AXIS 17
LIFT 6A
25-05-10 N 1963 FC IB C 35 42.5N 330 18.2 33.3 40.6 46.9SIPHON SPILLWAY SS 1
LIFT 12C
27-05-10 N 1970 FC IB C 35 42.5N 330 17.3 28.8 37.9 42.4SIPHON SPILLWAY AXIS SS
1 LIFT 12C
176
DateNote
Casted2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
SIPHON SPILLWAY
Concrete class
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
29-05-10 N 1978 FC IB C 35 42.5N 330 16.8 27.6 39.5 44.6SIPHON SPILLWAY SS 1
LIFT 8A & 10
05-06-10 D 1998 FC IB C 35 42.5N 330 16.3 26.9 36.8 40.3SIPHON SPILLWAY SS 1
LIFT 8D
19-06-10 N 2053 FC IB C 35 42.5N 330 17.9 28.8 39.1 44.6SIPHON SPILLWAY
BARRELS 7 - 8 LIFT 6A
21-06-10 N 2057 FC M6 C 40 42.5N 380 22.7 37.0 46.3 52.7SIPHON SPILLWAY
BARRELS 1 - 2 - 3 LIFT 18
22-06-10 D 2062 FC IB C 35 42.5N 330 18.3 29.5 38.8 44.5SIPHON SPILLWAY BARREL 8 LIFT 6B
26-10-10 D 2412 FC IB C 35 42.5N 330 18.3 27.6 38.4SIPHON SPILLWAY
BARRELS 2 - 3 LIFT 9A
26-10-10 D 2413 FC S C 20 42.5N 250 10.0 16.4 21.5SIPHON SPILLWAY
BARRELS 15 - 16 LIFT 3C - 4C
27-10-10 D 2417 FC IB C 35 42.5N 330 17.8 32.2 39.5SIPHON SPILLWAY
BARRELS 1 - 2 LIFT 8 - 4
29-10-10 N 2424 FC M6 C 40 42.5N 380 24.7 35.8 46.1SIPHON SPILLWAY
BARREL 9 LIFT 6B AXIS 17
30-10-10 N 2425 FC S C 20 42.5N 250 13.8 20.9 26.4 SIPHON SPILLWAY RRC
30-10-10 D 2426 FC IB C 35 42.5N 330 16.2 26.0 35.8SIPHON SPILLWAY
BARRELS 9 & 6B AXIS 17
02-11-10 2434 FC IB C 35 42.5N 330 15.5 26.1 35.7SIPHON SPILLWAY
BARRELS 4 & 5 LIFT 8 - 1 - 18
03-11-10 2438 FC IB-2 C 30 42.5N 300 14.2 24.5 33.6SIPHON SPILLWAY
BARRELS 15 - 16 LIFT 3C & 4C
04-11-10 2441 FC IB C 35 42.5N 330 16.4 28.1 37.9SIPHON SPILLWAY BARRELS 8 LIFT 8
04-11-10 2442 FC R C 20 42.5N 250 8.3 14.3 18.1SIPHON SPILLWAY RIGHT CURVE RETAINING WALL
BLINDING
04-11-10 2443 FC IB C 35 42.5N 330 17.3 29.6 38.3SIPHON SPILLWAY
BARRELS 4 & 5 LIFT 8 - 1 - 1
06-11-10 2446 FC IB C 35 42.5N 330 15.1 25.5 35.7SIPHON SPILLWAY BARRELS 9 LIFT 8
06-11-10 2447 FC IB C 35 42.5N 330 15.4 28.0 36.8SIPHON SPILLWAY
BARRELS 4 & 5 LIFT 8(III)
08-11-10 2451 FC IB C 35 42.5N 330 17.7 31.5 41.8SIPHON SPILLWAY
BARRELS 6 LIFT 8(II)
08-11-10 2452 FC IB C 35 42.5N 330 18.2 31.6 41.7SIPHON SPILLWAY
BARRELS 3 LIFT 8(III)
08-11-10 2453 FC IB C 35 42.5N 330 16.3 27.6 37.4 SIPHON SPILLWAY 4B & 4C
10-11-10 2456 FC IB C 35 42.5N 330 15.0 26.7 35.6SIPHON SPILLWAY
BARRELS 14 LIFT 8(I)
10-11-10 2457 FC IB C 35 42.5N 330 15.1 25.8 35.5SIPHON SPILLWAY
BARRELS 3 LIFT 8(III)
10-11-10 2458 FC IB C 35 42.5N 330 15.2 26.9 36.5SIPHON SPILLWAY
BARRELS 6 LIFT 8(II)
11-11-10 2459 FC IB C 35 42.5N 330 18.3 29.1 38.6SIPHON SPILLWAY BARREL 1 LIFT 9B
12-11-10 2462 FC IB C 35 42.5N 330 15.8 30.6 38.8SIPHON SPILLWAY
BARRELS 3 LIFT 8(V)
12-11-10 2463 FC IB C 35 42.5N 330 16.3 28.3 39.6SIPHON SPILLWAY
BARRELS 6 LIFT 8(III)
177
DateNote
Casted2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
SIPHON SPILLWAY
Concrete class
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
13-11-10 2465 FC IB C 35 42.5N 330 16.6 31.8 39.9SIPHON SPILLWAY
RETAINING WALL 4DA, 4DB, 4DC, 4DD, 4DE
16-11-10 2469 FC IB C 35 42.5N 330 15.2 25.6 35.7SIPHON SPILLWAY
BARRELS 7 & 8 2nd LEVEL
17-11-10 2471 FC IB C 35 42.5N 330 15.1 29.3 39.7SIPHON SPILLWAY BARRELS 2 LIFT 9
17-11-10 2472 FC IB C 35 42.5N 330 16.3 27.6 38.8SIPHON SPILLWAY
PRECAST SLAB
18-11-10 2474 FC IB C 35 42.5N 330 15.0 26.8 36.6SIPHON SPILLWAY
BARRELS 16 LIFT 5B, 5D - A TO 5D - E
19-11-10 2476 FC IB C 35 42.5N 330 15.4 25.3 36.8SIPHON SPILLWAY
BARRELS 7 - 8 LIFT 8(III)
21-11-10 2481 FC IB C 35 42.5N 330 17.3 28.6 39.1SIPHON SPILLWAY
BARRELS 1/2 LIFT 8 6th
PHASE
21-11-10 2482 FC IB C 35 42.5N 330 16.9 25.7 35.5SIPHON SPILLWAY
BARRELS 3 LIFT 9B
23-11-10 2486 FC IB C 35 42.5N 330 17.3 25.3 36.4S.SPILLWAY RIGHT CURVE
RETAINING WALL SDA, SDB, SDC, SDE
25-11-10 2491 FC IB C 35 42.5N 330 17.2 30.3 38.8SIPHON SPILLWAY UNIT 4
LIFT 9B
25-11-10 2492 FC IB C 35 42.5N 330 16.4 27.9 36.6SIPHON SPILLWAY
BARRELS 1 & 2 LIFT 8(VIII)
29-11-10 2496 FC IB C 35 42.5N 330 15.3 30.7 38.5SIPHON SPILLWAY
BARRELS 15 & 16 LIFT 5B - 5C
30-11-10 2497 FC IB C 35 42.5N 330 17.1 30.6 35.6SIPHON SPILLWAY
BARRELS 1 & 2 LIFT 8(VIII)
178
DateNote
Casted2 days 7 days 28 days 90 days
28-04-09 D 564 FC JC C 25 42.5N 300 15.5 25.7 32.3 37.1 SWITCH YARD F.P14-1
07-05-09 D 578 FC JC C 25 42.5N 300 14.5 27.9 36.5 38.7 S.Y.D.F.P10-1 2nd LIFT
11-05-09 D 591 FC JC C 25 42.5N 300 14.2 25.3 31.2 36.4 S.Y.D.F.P10-5 1st POUR
13-05-09 D 594 FC JC C 25 42.5N 300 14.8 24.8 33.5 37.1 S.Y.D.F.P14-1 (2) 2nd POUR
16-05-09 D 602 FC JC C 25 42.5N 300 13.1 24.3 31.6 34.5 S.Y.DEEP FOUND. P10-5
06-06-09 D 638 FC JC C 25 42.5N 300 13.4 24.1 33.8 36.3 ERECTION BAY & BEAM AXIS 22-24
09-06-09 D 644 FC JC C 25 42.5N 300 14.7 26.4 34.6 38.7 S.Y.D.F.P10-2 2nd POUR
16-06-09 D 659 FC JC C 25 42.5N 300 12.6 23.4 32.6 36.0 S.Y.D.F.P10-1(Q-1) 2nd POUR
18-06-09 D 665 FC JC C 25 42.5N 300 14.1 26.7 34.0 38.6 S.Y.D.F.P10-1(Q3-4) 2nd POUR
24-06-09 D 677 FC JC C 25 42.5N 300 13.7 24.4 35.1 41.4 S.Y.D.F. P10-5 (A-4)
24-06-09 D 678 FC JC C 25 42.5N 300 14.7 25.4 34.8 39.7 E / BAY SLAB 24-25
25-06-09 D 681 FC JC C 25 42.5N 300 16.4 25.7 35.4 42.3 S.Y.D.F. P10-1 (R-4)
01-07-09 D 693 FC JC C 25 42.5N 300 16.0 30.7 37.8 40.1 S.Y.D.F. P10-1 (P-4)
08-07-09 D 705 FC JC C 25 42.5N 300 16.2 28.9 34.4 41.8 S.Y.D.F. P13-1 (C-2)
13-07-09 D 722 FC JC C 25 42.5N 300 17.9 30.0 38.1 40.4 S.Y.D.F.AREA 6 AXIS M3 P10-1 2nd
POUR
15-07-09 D 726 FC JC C 25 42.5N 300 15.4 28.3 36.5 38.9 S.Y.D.F.AREA 5 AXIS M2 P10-1 2nd
POUR
20-07-09 D 744 FC JC C 25 42.5N 300 14.8 24.8 32.5 37.7 S.Y.D.F. AXIS R3 P14-1 2nd POUR
21-07-09 D 747 FC JC C 25 42.5N 300 12.2 23.4 33.8 36.0 S.Y.D.F. AXIS D2 P13-1 2nd POUR
23-07-09 D 754 FC JC C 25 42.5N 300 16.9 27.2 36.8 39.8 S.Y.D.F. AXIS 14 P14-1 1st POUR
28-07-09 D 771 FC JC C 25 42.5N 300 13.1 24.5 34.5 38.5 S.Y.D.F. AXIS D3 P10-3 2nd POUR
28-07-09 D 772 FC JC C 25 42.5N 300 12.9 23.3 34.4 38.0 S.Y.D.F. AXIS H2 P14-1 1st POUR
30-07-09 D 777 FC JC C 25 42.5N 300 12.3 23.0 32.8 39.1 S.Y.D.F. AXIS 14 P14-1 2nd POUR
30-07-09 D 778 FC JC C 25 42.5N 300 13.2 12.9 33.9 39.9 S.Y.D.F. AXIS F4 P14-1 1st POUR
03-08-09 D 785 FC JC C 25 42.5N 300 16.7 23.8 33.6 40.7 S.Y.D.F.P14-1(R-1)
04-08-09 D 789 FC JC C 25 42.5N 300 13.4 25.2 34.7 38.6 S.Y.D.F.P14-1(O-3)
05-08-09 D 794 FC JC C 25 42.5N 300 13.7 24.8 33.6 40.4 S.Y.D.F.P14-1(H-2)
06-08-09 D 798 FC JC C 25 42.5N 300 15.3 23.8 34.3 38.2 S.Y.D.F.P14-1(H-2)2nd POUR
08-08-09 D 804 FC JC C 25 42.5N 300 16.0 27.2 37.0 41.3 S.Y.D.F.P14-1(F-4)2nd POUR
10-08-09 D 814 FC JC C 25 42.5N 300 13.2 24.5 33.4 37.1 S.Y.D.F.P14-1(O-5)2nd POUR
13-08-09 D 824 FC JC C 25 42.5N 300 12.5 25.6 35.6 38.3 S.Y.D.F.P12-2(D-5)2nd POUR
13-08-09 D 825 FC JC C 25 42.5N 300 12.7 24.9 34.0 38.0 S.Y.D.F. P14-1 C - 3
16-08-09 D 840 FC JC C 25 42.5N 300 19.4 27.7 38.5 41.4 S.Y.D.F.P12-1(C-5)1st POUR
17-08-09 D 842 FC JC C 25 42.5N 300 14.9 27.1 34.7 39.3 S.Y.D.F.P14-1(O-3)2nd POUR
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Apr-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
SWITCH YARD
Concrete class
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT Sample
Ref.
179
DateNote
Casted2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Apr-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
SWITCH YARD
Concrete class
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT Sample
Ref.
21-08-09 D 858 FC JC C 25 42.5N 300 17.0 29.7 36.8 39.5 S.Y.D.F. P12-1 (Q4-5)
22-08-09 D 865 FC JC C 25 42.5N 300 13.6 25.3 32.8 36.3 S.Y.D.F.P10-3(G-5)1st POUR
24-08-09 D 870 FC R C 15 42.5N 300 12.4 21.4 28.4 31.2S.Y.D.F.RHS FULL
EL:CH:41.50/39.00/36.50
25-08-09 D 875 FC JC C 25 42.5N 300 10.1 21.0 34.8 38.0 S.Y.D.F.P10-3(G-5)2nd POUR
30-08-09 D 893 FC JC C 25 42.5N 300 15.4 26.7 36.5 39.3 S.Y.D.F.P10-3(D-5)2nd POUR
30-08-09 D 894 FC JC C 25 42.5N 300 15.1 25.5 33.4 37.0 S.Y.D.F.P10-3(G-3)1st POUR
30-08-09 D 895 FC JC C 25 42.5N 300 13.9 26.5 35.8 38.5 S.Y.D.F.P15-1 AREA 1
01-09-09 D 897 FC JC C 25 42.5N 300 14.7 24.5 34.0 38.0 S.Y.D.F.P15-2 (C-5)
01-09-09 D 900 FC JC C 25 42.5N 300 13.9 26.4 36.7 39.2 S.Y.D.F.P12-3 (R-5)
04-09-09 D 912 FC JC C 25 42.5N 300 13.0 29.4 37.7 40.4 S.Y.D.F.P10-3 (F-3)
05-09-09 D 914 FC JC C 25 42.5N 300 14.4 26.8 35.0 39.0 S.Y.D.F.P10-3 (E-3)2nd POUR
07-09-09 D 923 FC JC C 25 42.5N 300 17.5 28.4 32.1 35.7 S.Y.D.F.P14-1 (L-4)
09-09-09 D 930 FC JC C 25 42.5N 300 14.5 29.6 33.8 37.8 S.Y.D.F.P10-3(F-5)2nd POUR
10-09-09 D 935 FC JC C 25 42.5N 300 13.9 25.9 33.6 40.4 S.Y.D.F.P10-3(E-5)2nd POUR
14-09-09 D 945 FC JC C 25 42.5N 300 13.4 25.2 34.8 45.1 S.Y.D.F.P14-1 (F-2)
16-09-09 D 953 FC JC C 25 42.5N 300 14.0 24.9 34.5 38.5 S.Y.D.F.P11-2(F-3)2nd POUR
17-09-09 D 958 FC JC C 25 42.5N 300 14.8 24.3 34.5 37.5 S.Y.D.F.P11-1 (I-2)
19-09-09 N 969 FC JC C 25 42.5N 300 17.6 31.3 39.5 50.4 S.Y.D.F.P14-1 (I-3)
21-09-09 D 973 FC JC C 25 42.5N 300 13.6 24.8 32.1 35.5 S.Y.D.F.P10-3(I-5)2nd POUR
24-09-09 D 984 FC JC C 25 42.5N 300 20.2 30.8 34.3 37.8 S.Y.D.F.P15-1(I-5)2nd POUR
26-09-09 D 996 FC JC C 25 42.5N 300 17.4 27.2 35.6 41.5 S.Y.D.F.P15-1(CONTROL B)
01-10-09 D 1015 FC JC C 25 42.5N 300 15.1 24.0 32.9 38.5 S.Y.D.F.P10-2(L-2)2nd POUR
02-10-09 N 1020 FC R C 15 42.5N 300 13.4 20.1 29.1 32.7 S.Y.D.F.BLINDING P13-2
02-10-09 D 1021 FC R C 15 42.5N 300 13.0 19.5 28.7 31.7 S.Y.D.F.BLINDING P10-1
02-10-09 D 1024 FC JC C 25 42.5N 300 15.0 22.1 31.1 36.2 S.Y.D.F.P13-1(Q-2)2nd POUR
07-10-09 N 1032 FC JC C 25 42.5N 300 18.8 25.6 35.6 41.9 S.Y.D.F.P15-2(R-2)
08-10-09 D 1038 FC JC C 25 42.5N 300 13.4 25.5 33.7 35.6 S.Y.D.F.P15-1(P-Q-5)
09-10-09 D 1046 FC JC C 25 42.5N 300 17.5 32.8 36.0 41.3 S.Y.D.F.P10-1(J-1)2nd POUR
12-10-09 D 1056 FC JC C 25 42.5N 300 14.9 25.0 35.7 39.8 S.Y.D.F.AXIS 7-B, A-B-C
12-10-09 N 1059 FC JC C 25 42.5N 300 15.7 24.5 34.4 38.7 S.Y.D.F.P10-1(K-2)2nd POUR
15-10-09 D 1071 FC JC C 25 42.5N 300 22.2 30.5 35.3 39.8 S.Y.D.F.P10-3(K-5)
16-10-09 N 1078 FC JC C 25 42.5N 300 13.3 28.9 36.3 46.9 S.Y.D.F.P10-3(J-5)2nd POUR
18-10-09 D 1085 FC JC C 25 42.5N 300 15.8 25.2 33.1 38.6 S.Y.C. B. F. AXIS 8-7, B,C,D
19-10-09 N 1089 FC JC C 25 42.5N 300 14.9 25.1 33.3 36.8 S.Y.D.F.P10-1(P-5)2nd POUR
22-10-09 N 1101 FC JC C 25 42.5N 300 14.0 25.6 34.8 38.6 S.Y.D.F.P10-1(N-5)2nd POUR
23-10-09 D 1105 FC JC C 25 42.5N 300 18.1 29.4 37.2 40.2 S.Y.D.F.P10-1(K-3)
24-10-09 N 1112 FC JC C 25 42.5N 300 14.5 25.2 32.3 37.7 S.Y.D.F.P13-3(R-2)1st POUR
26-10-09 N 1117 FC JC C 25 42.5N 300 18.9 27.4 32.1 37.4 S.Y.D.F.P10-4(L-5)
180
DateNote
Casted2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Apr-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
SWITCH YARD
Concrete class
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT Sample
Ref.
27-10-09 N 1120 FC JC C 25 42.5N 300 14.0 27.4 33.6 39.8 S.Y.D.F.P10-1(K-5)2nd POUR
29-10-09 D 1126 FC JC C 25 42.5N 300 14.2 24.1 35.8 39.6 S.Y.D.F.P10-4(M-5)
02-11-09 D 1135 FC JC C 25 42.5N 300 14.2 25.7 33.7 37.1 S.Y.D.F.P13-2(R-2)
03-11-09 N 1141 FC JC C 25 42.5N 300 13.8 26.0 34.1 36.0 S.Y.DEEP FOUNDATION
08-11-09 D 1158 FC JC C 25 42.5N 300 14.5 26.7 34.0 37.8 S.Y.D.F.P11-3(L-2)
12-11-09 D 1176 FC JC C 25 42.5N 300 14.4 24.4 32.4 36.6 S.Y.D.F.P10-3(N-3)
16-11-09 D 1188 FC JC C 25 42.5N 300 13.8 24.0 32.5 37.3S.Y.(CONTROL B) F-AXIS 7, 6, 6, 5,
4
17-11-09 D 1196 FC JC C 25 42.5N 300 13.8 25.8 32.4 37.2 S.Y.D.F.P14-1(L-1)2nd POUR
17-11-09 N 1198 FC JC C 25 42.5N 300 16.3 26.6 32.7 36.9 S.Y.D.F.P10-2(O-5)2nd POUR
30-11-09 N 1234 FC JC C 25 42.5N 300 14.5 26.6 35.0 41.3 S.Y.D.F.P11-1(O-2)2nd POUR
01-12-09 D 1237 FC JC C 25 42.5N 300 13.5 26.5 35.8 40.6 S.Y.DEEP FONDATION P15-1
19-12-09 D 1302 FC JC C 25 42.5N 300 19.1 27.8 36.5 45.9S.Y.(CONTROL B) -AXIS 4/5 3, 2A,
B, C, D
02-01-10 N 1335 FC JC C 25 42.5N 300 14.9 23.8 31.6 36.8S.Y. FOUNDATION CD & 4-5 DE & 4-
5
10-01-10 N 1370 FC JC C 25 42.5N 300 16.8 27.5 36.2 44.8S.Y.BASE SLAB 1-2 CONTROL
BUILDING
25-01-10 D 1450 FC JC C 25 42.5N 300 14.3 24.8 32.3 36.0S.Y.DEEP FOUNDATION P10-1 (F -
G - I)
28-01-10 D 1464 FC IB-2 C 30 42.5N 300 15.6 25.2 31.8 35.6 SWITCH YARD CABLE DUCT
06-02-10 N 1511 FC JC C 25 42.5N 300 13.6 24.7 30.6 35.1S.Y.CONTROL BUILDING RECKING
AXIS 8-7 AB-CD
11-02-10 D 1542 FC JC C 25 42.5N 300 14.3 23.7 31.7 37.3S.Y.CONTROL BUILDING WALL
AXIS 4-5 A-B
02-03-10 N 1630 FC JC C 25 42.5N 300 13.9 22.9 30.1 35.9S.YARD P5 (O - P - 5) No.1 (Q - R -
2) No.4
04-03-10 N 1644 FC JC C 25 42.5N 300 14.4 22.9 31.2 35.2S.Y.H.V.FOUND P5 (K - L - 4 -
5) No.3 P2 (P - Q - 3) No.1
05-03-10 N 1649 FC JC C 25 42.5N 300 13.6 22.5 30.6 35.1S.Y.H.V.FOUND P2 (P - Q - 3 )
No.1 P5 (P - Q - 3) No.3
09-03-10 N 1663 FC JC C 25 42.5N 300 17.2 24.6 30.8 36.3S.Y.H.V.FOUND P3 (O - P - 4 - 5
) No.3 P9 (O - P - 4 - 5) NR
12-03-10 N 1682 FC JC C 25 42.5N 300 13.6 21.8 31.9 35.6S.Y.CABLE DUCT CC2 AXIS G-H H9 AXIS (M - N - 4 - 5 ) No.2 P5 AXIS (P -
R - 4 - 5N)
13-03-10 N 1687 FC JC C 25 42.5N 300 13.6 21.9 30.8 35.6S.Y.H.V.FOUND P3 (Q - R - 4 -
5 ) No.3 P5 (Q - R - 4 - 5) No1
18-03-10 N 1708 FC JC C 25 42.5N 300 13.7 22.8 30.1 32.6S.Y. CONTROL BUILDING DECK,
AXIS 7 - 6 - 4 - 5 - 3, A,B,C,D
20-03-10 N 1715 FC JC C 25 42.5N 300 13.6 22.7 30.8 34.6S.Y.DEEP FOUNDATION P10-1 (M -
W - 2)
25-03-10 N 1739 FC JC C 25 42.5N 300 13.1 21.8 30.7 33.9S.Y.H.V.FOUND P2 (G - H - 1 -
2 ) No.3
30-03-10 D 1769 FC JC C 25 42.5N 300 13.4 25.1 32.2 37.6S.Y.DEEP FOUNDATION P10-1 (N -
O - 2 - 3)
06-04-10 N 1790 FC R C 20 42.5N 250 10.6 19.0 26.8 29.3S.Y.H.V.FOUND B. AXIS (O - P - 5 -
K ) (L - M - 2 - 3)
181
DateNote
Casted2 days 7 days 28 days 90 days
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Apr-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
SWITCH YARD
Concrete class
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT Sample
Ref.
09-04-10 N 1802 FC JC C 25 42.5N 300 13.6 22.1 31.3 33.9S.Y. DUCT CHANNEL CONECTION 1-
2 CC1
14-04-10 D 1819 FC JC C 25 42.5N 300 12.8 22.3 31.9 36.6S.Y.H.V.FOUND P16 (M - N - 5
)No.1 (L - M - 2 - 3)
16-04-10 D 1832 FC JC C 25 42.5N 300 12.7 24.4 30.0 34.3S.Y. CONTROL BUILDING AXIS S2 -
A,B,C,D
03-05-10 D 1886 FC JC C 25 42.5N 300 13.8 22.4 30.8 33.8 S.YARD DPF P10-1 M - O - 2
08-05-10 D 1903 FC JC C 25 42.5N 300 14.2 22.3 30.7 35.3S.Y. CONTROL BUILDING WALL
AXIS C - 1 - 2
12-05-10 D 1918 FC JC C 25 42.5N 300 14.4 22.2 30.2 34.0S.Y. CONTROL BUILDING DECK
4.5 - 2.3 A, B, C
30-06-10 D 2093 FC M6 C 40 42.5N 380 21.6 32.2 44.5 47.6S.Y. CONTROL BUILDING DECK
A, B, C/1, 2, 3
15-09-10 N 2309 FC JC C 25 42.5N 300 12.5 23.4 30.6 35.9S.Y. P3 INTERCONNECTION
FOUNDATION
05-10-10 D 2361 FC JC C 25 42.5N 300 14.6 28.4 33.4 40.4S.Y. P2 INTERCONNECTION
TOWER FOUNDATION
13-10-10 D 2384 FC R C 20 42.5N 250 11.6 17.3 24.8S.YARD TEMPORARY GROUND
SLAB FOR ALSTOM
19-10-10 D 2397A FC JC C 25 42.5N 300 13.2 21.2 28.7S.YARD INTERCONNECTION
TOWER FOUNDATION
25-11-10 2490 FC JC C 25 42.5N 300 13.7 23.7 29.6S.YARD INTERCONNECTION
TOWER FOUNDATION
182
DateNote
Casted2 days 7 days 28 days 90 days
15-09-09 D 948 FC IB-7 C 35 42.5N 300 15.0 27.4 40.4 45.0 PRECAST BEAM
21-09-09 D 971 FC IB-7 C 35 42.5N 300 15.9 28.6 40.6 43.5 PRECAST BEAM
22-09-09 D 974 FC IB-7 C 35 42.5N 300 17.3 26.9 37.0 43.1 PRECAST BEAM
24-09-09 D 982 FC IB-7 C 35 42.5N 300 20.3 32.1 41.9 46.4 PRECAST BEAM
26-09-09 D 994 FC IB-7 C 35 42.5N 300 18.9 27.9 36.6 42.4 PRECAST BEAM
27-09-09 D 1002 FC IB-7 C 35 42.5N 300 18.6 32.1 41.2 47.2 PRECAST BEAM
29-09-09 D 1006 FC IB-7 C 35 42.5N 300 20.0 30.1 39.6 43.9 PRECAST BEAM
30-09-09 D 1008 FC IB-7 C 35 42.5N 300 18.9 30.6 10.7 44.6 PRECAST BEAM
01-10-09 D 1013 FC IB-7 C 35 42.5N 300 18.5 29.2 36.7 40.5 PRECAST BEAM
06-10-09 D 1028 FC IB-7 C 35 42.5N 300 15.2 29.3 37.3 42.5 PRECAST BEAM
07-10-09 D 1033 FC IB-7 C 35 42.5N 300 22.7 32.1 40.2 45.4 PRECAST BEAM
08-10-09 D 1036 FC IB-7 C 35 42.5N 300 22.4 33.6 42.5 47.7 PRECAST BEAM
09-10-09 D 1043 FC IB-7 C 35 42.5N 300 15.8 27.1 35.7 40.5 PRECAST BEAM
10-10-09 D 1048 FC IB-7 C 35 42.5N 300 16.5 27.1 36.5 40.7 PRECAST BEAM
11-10-09 D 1053 FC IB-7 C 35 42.5N 300 21.9 32.2 42.4 48.1 PRECAST BEAM
12-10-09 D 1055 FC IB-7 C 35 42.5N 300 16.5 25.8 38.2 42.5 PRECAST BEAM
13-10-09 D 1061 FC IB-7 C 35 42.5N 300 20.9 30.6 40.6 47.1 PRECAST BEAM
14-10-09 D 1065 FC IB-7 C 35 42.5N 300 19.0 28.9 38.1 43.6 PRECAST BEAM
15-10-09 D 1069 FC IB-7 C 35 42.5N 300 18.9 30.2 40.4 47.8 PRECAST BEAM
16-10-09 D 1075 FC IB-7 C 35 42.5N 300 16.0 30.0 39.0 43.7 PRECAST BEAM
17-10-09 D 1079 FC IB-7 C 35 42.5N 300 19.8 28.6 39.4 44.8 PRECAST BEAM
18-10-09 D 1084 FC IB-7 C 35 42.5N 300 17.6 27.2 38.2 42.5 PRECAST BEAM
19-10-09 D 1086 FC IB-7 C 35 42.5N 300 15.1 29.8 38.4 42.5 PRECAST BEAM
20-10-09 D 1091 FC IB-7 C 35 42.5N 300 20.4 29.9 40.6 43.3 PRECAST BEAM
21-10-09 D 1095 FC IB-7 C 35 42.5N 300 15.6 27.7 38.8 40.0 PRECAST BEAM
22-10-09 D 1099 FC IB-7 C 35 42.5N 300 23.2 32.3 40.9 43.7 PRECAST BEAM
23-10-09 D 1104 FC IB-7 C 35 42.5N 300 20.6 29.7 39.1 42.8 PRECAST BEAM
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT Sample
Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
PRECAST BEAM
Concrete class
183
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT Sample
Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
PRECAST BEAM
Concrete class
24-10-09 D 1108 FC IB-7 C 35 42.5N 300 20.7 29.5 39.4 50.5 PRECAST BEAM
26-10-09 D 1115 FC IB-7 C 35 42.5N 300 21.8 31.2 39.7 48.3 PRECAST BEAM
27-10-09 D 1119 FC IB-7 C 35 42.5N 300 17.8 32.9 40.4 46.0 PRECAST BEAM
28-10-09 D 1122 FC IB-7 C 35 42.5N 300 16.8 27.9 38.0 44.4 PRECAST BEAM
29-10-09 D 1124 FC IB-7 C 35 42.5N 300 17.4 27.1 38.4 44.0 PRECAST BEAM
30-10-09 D 1128 FC IB-7 C 35 42.5N 300 16.7 26.4 38.7 42.4 PRECAST BEAM
02-11-09 D 1134 FC IB-7 C 35 42.5N 300 17.1 29.2 39.4 42.3 PRECAST BEAM
03-11-09 D 1139 FC IB-7 C 35 42.5N 300 18.0 29.3 40.6 44.6 PRECAST BEAM
04-11-09 D 1142 FC IB-7 C 35 42.5N 300 15.7 29.6 39.8 43.1 PRECAST BEAM
05-11-09 D 1148 FC IB-7 C 35 42.5N 300 17.2 29.9 39.9 43.5 PRECAST BEAM
06-11-09 D 1151 FC IB-7 C 35 42.5N 300 17.6 29.1 40.3 44.4 PRECAST BEAM
07-11-09 D 1155 FC IB-7 C 35 42.5N 300 16.7 28.2 40.2 43.2 PRECAST BEAM
08-11-09 D 1157 FC IB-7 C 35 42.5N 300 17.1 29.4 39.2 44.7 PRECAST BEAM
09-11-09 D 1162 FC IB-7 C 35 42.5N 300 21.5 30.8 41.5 48.5 PRECAST BEAM
10-11-09 D 1167 FC IB-7 C 35 42.5N 300 18.1 28.6 39.9 42.5 PRECAST BEAM
11-11-09 D 1170 FC IB-7 C 35 42.5N 300 19.8 28.5 37.8 44.5 PRECAST BEAM
12-11-09 D 1175 FC IB-7 C 35 42.5N 300 19.7 30.9 40.4 46.4 PRECAST BEAM
13-11-09 D 1180 FC IB-7 C 35 42.5N 300 18.1 30.7 40.0 46.3 PRECAST BEAM
14-11-09 D 1183 FC IB-7 C 35 42.5N 300 18.5 27.9 35.8 42.1 PRECAST BEAM
15-11-09 D 1186 FC IB-7 C 35 42.5N 300 17.2 26.6 38.1 43.1 PRECAST BEAM
16-11-09 D 1187 FC IB-7 C 35 42.5N 300 18.5 31.1 40.2 46.2 PRECAST BEAM
17-11-09 D 1193 FC IB-7 C 35 42.5N 300 20.8 32.1 41.9 46.4 PRECAST BEAM
18-11-09 D 1200 FC IB-7 C 35 42.5N 300 15.9 26.7 37.8 43.2 PRECAST BEAM
20-11-09 D 1206 FC IB-7 C 35 42.5N 300 15.2 27.0 37.7 42.6 PRECAST BEAM
21-11-09 D 1206B FC IB-7 C 35 42.5N 300 16.2 28.8 37.6 41.0 PRECAST BEAM
22-11-09 D 1211 FC IB-7 C 35 42.5N 300 18.0 29.6 39.3 43.6 PRECAST BEAM
23-11-09 D 1214 FC IB-7 C 35 42.5N 300 18.8 29.5 37.6 44.8 PRECAST BEAM
184
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT Sample
Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
PRECAST BEAM
Concrete class
25-11-09 D 1218 FC IB-7 C 35 42.5N 300 16.7 26.6 35.2 41.0 PRECAST BEAM
26-11-09 D 1224 FC IB-7 C 35 42.5N 300 17.9 28.3 38.8 43.8 PRECAST BEAM
27-11-09 D 1226 FC IB-7 C 35 42.5N 300 16.7 28.8 39.4 44.3 PRECAST BEAM
30-11-09 D 1231 FC IB-7 C 35 42.5N 300 16.1 26.1 37.1 40.3 PRECAST BEAM
01-12-09 D 1235 FC IB-7 C 35 42.5N 300 18.9 25.7 35.5 40.3 PRECAST BEAM
02-12-09 D 1238 FC IB-7 C 35 42.5N 300 17.0 26.6 36.2 40.0 PRECAST BEAM
04-12-09 D 1243 FC IB-7 C 35 42.5N 300 15.5 26.5 38.8 41.3 PRECAST BEAM
05-12-09 D 1245 FC IB-7 C 35 42.5N 300 15.9 25.5 38.2 44.0 PRECAST BEAM
06-12-09 D 1251 FC IB-7 C 35 42.5N 300 15.4 27.1 35.5 38.1 PRECAST BEAM
07-12-09 D 1258 FC IB-7 C 35 42.5N 300 18.5 29.1 37.3 40.1 PRECAST BEAM
08-12-09 D 1260 FC IB-7 C 35 42.5N 300 17.0 28.9 37.4 41.8 PRECAST BEAM
10-12-09 D 1269 FC IB-7 C 35 42.5N 300 17.2 26.8 38.3 38.5 PRECAST BEAM
11-12-09 D 1272 FC IB-7 C 35 42.5N 300 16.1 28.5 39.7 44.6 PRECAST BEAM
12-12-09 D 1276 FC IB-7 C 35 42.5N 300 15.9 26.5 37.4 40.4 PRECAST BEAM
14-12-09 D 1283 FC IB-7 C 35 42.5N 300 15.7 26.2 37.6 41.3 PRECAST BEAM
15-12-09 D 1287 FC IB-7 C 35 42.5N 300 16.8 27.8 38.7 43.1 PRECAST BEAM
16-12-09 D 1289 FC IB-7 C 35 42.5N 300 20.7 29.1 39.4 44.6 PRECAST BEAM
17-12-09 D 1293 FC IB-7 C 35 42.5N 300 15.7 27.9 36.0 39.9 PRECAST BEAM
18-12-09 D 1298 FC IB-7 C 35 42.5N 300 16.9 28.4 39.6 43.5 PRECAST BEAM
19-12-09 D 1301 FC IB-7 C 35 42.5N 300 15.7 28.7 39.8 44.9 PRECAST BEAM
20-12-09 D 1307 FC IB-7 C 35 42.5N 300 15.7 27.7 38.2 42.3 PRECAST BEAM
21-12-09 D 1310 FC IB-7 C 35 42.5N 300 15.1 27.3 37.4 41.4 PRECAST BEAM
22-12-09 D 1314 FC IB-7 C 35 42.5N 300 17.7 28.5 38.3 42.5 PRECAST BEAM
28-12-09 D 1318 FC IB-7 C 35 42.5N 300 15.8 26.6 38.8 42.2 PRECAST BEAM
29-12-09 D 1321 FC IB-7 C 35 42.5N 300 16.1 26.8 37.1 40.4 PRECAST BEAM
30-12-09 D 1326 FC IB-7 C 35 42.5N 300 16.2 26.7 38.4 43.1 PRECAST BEAM
31-12-09 D 1331 FC IB-7 C 35 42.5N 300 16.7 28.4 39.7 42.1 PRECAST BEAM
185
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT Sample
Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
PRECAST BEAM
Concrete class
02-01-10 D 1332 FC IB-7 C 35 42.5N 300 17.3 29.3 38.5 41.9 CARPENTRY WORKSHOP BEAM
186
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT Sample
Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
PRECAST BEAM
Concrete class
03-01-10 D 1338 FC IB-7 C 35 42.5N 300 17.9 29.4 37.6 42.2 CARPENTRY WORKSHOP BEAM
04-01-10 D 1341 FC IB-7 C 35 42.5N 300 15.4 29.1 37.1 41.8CARPENTRY WORKSHOP
PRECAST BEAM
05-01-10 D 1345 FC IB-7 C 35 42.5N 300 15.3 26.3 38.5 43.6CARP. WORKSHOP PRECAST
BEAM & DUCT CABLE
07-01-10 D 1357 FC IB-7 C 35 42.5N 300 16.8 29.2 38.1 43.0CARPENTRY WORKSHOP
PRECAST BEAM
08-01-10 D 1363 FC IB-7 C 35 42.5N 300 16.5 28.4 37.9 43.4CARPENTRY WORKSHOP
PRECAST BEAM
09-01-10 D 1366 FC IB-7 C 35 42.5N 300 14.6 26.5 36.9 39.2CARPENTRY WORKSHOP
PRECAST BEAM
11-01-10 D 1375 FC IB-7 C 35 42.5N 300 15.5 27.6 38.8 44.4CARPENTRY WORKSHOP
PRECAST BEAM
12-01-10 D 1381 FC IB-7 C 35 42.5N 300 15.7 27.8 37.4 44.1CARPENTRY WORKSHOP
PRECAST BEAM
13-01-10 D 1385 FC IB-7 C 35 42.5N 300 16.3 28.7 37.8 43.6CARPENTRY WORKSHOP
PRECAST BEAM
14-01-10 D 1390 FC IB-7 C 35 42.5N 300 15.8 28.3 38.4 42.8CARPENTRY WORKSHOP
PRECAST BEAM
15-01-10 D 1397 FC IB-7 C 35 42.5N 300 17.4 29.2 37.4 40.9CARPENTRY WORKSHOP
PRECAST BEAM
16-01-10 D 1401 FC IB-7 C 35 42.5N 300 16.8 26.7 38.5 40.2CARPENTRY WORKSHOP
PRECAST BEAM
17-01-10 D 1407 FC IB-7 C 35 42.5N 300 17.9 26.7 38.4 41.9CARPENTRY WORKSHOP
PRECAST BEAM
18-01-10 D 1408 FC IB-7 C 35 42.5N 300 19.7 28.0 38.3 44.8CARPENTRY WORKSHOP
PRECAST BEAM
19-01-10 D 1414 FC IB-7 C 35 42.5N 300 15.8 27.9 35.5 39.2CARPENTRY WORKSHOP
PRECAST BEAM
20-01-10 D 1421 FC IB-7 C 35 42.5N 300 16.3 28.4 38.5 40.8CARPENTRY WORKSHOP
PRECAST BEAM
22-01-10 D 1431 FC IB-7 C 35 42.5N 300 17.8 28.6 39.0 44.3CARPENTRY WORKSHOP
PRECAST BEAM
23-01-10 D 1437 FC IB-7 C 35 42.5N 300 18.7 28.5 38.1 41.9CARPENTRY WORKSHOP
PRECAST BEAM
24-01-10 D 1443 FC IB-7 C 35 42.5N 300 16.5 27.5 37.8 43.4CARPENTRY WORKSHOP
PRECAST BEAM
25-01-10 D 1447 FC IB-7 C 35 42.5N 300 16.5 27.9 37.0 41.8CARPENTRY WORKSHOP
PRECAST BEAM
26-01-10 D 1454 FC IB-7 C 35 42.5N 300 18.1 28.6 39.2 48.6CARPENTRY WORKSHOP
PRECAST BEAM
27-01-10 D 1460 FC IB-7 C 35 42.5N 300 15.9 28.4 37.3 41.1CARPENTRY WORKSHOP
PRECAST BEAM
28-01-10 D 1463 FC IB-7 C 35 42.5N 300 16.6 27.5 37.0 40.1CARPENTRY WORKSHOP
PRECAST BEAM
29-01-10 D 1469 FC IB-7 C 35 42.5N 300 15.3 27.9 37.2 41.6CARPENTRY WORKSHOP
PRECAST BEAM
01-02-10 D 1477 FC IB C 35 42.5N 330 18.2 27.0 36.4 40.5CARPENTRY WORKSHOP
PRECAST BEAM
02-02-10 D 1483 FC IB C 35 42.5N 330 16.6 28.4 35.9 40.6CARPENTRY WORKSHOP
PRECAST BEAM
03-02-10 D 1488 FC IB C 35 42.5N 330 16.2 28.7 38.3 42.8CARPENTRY WORKSHOP
PRECAST BEAM
04-02-10 D 1495 FC IB C 35 42.5N 330 16.5 25.7 36.4 39.8CARPENTRY WORKSHOP
PRECAST BEAM
05-02-10 D 1499 FC IB C 35 42.5N 330 16.7 26.7 36.2 40.3CARPENTRY WORKSHOP
PRECAST BEAM
05-02-10 D 1501 FC IB-2 C 30 42.5N 300 16.5 25.9 33.6 39.7CARPENTRY WORKSHOP
PRECAST CABLE DUCT
06-02-10 D 1507 FC IB C 35 42.5N 330 17.4 27.5 38.9 45.8CARPENTRY WORKSHOP
PRECAST BEAM
07-02-10 D 1516 FC IB C 35 42.5N 330 16.9 28.8 39.6 45.4CARPENTRY WORKSHOP
PRECAST BEAM
08-02-10 D 1518 FC IB C 35 42.5N 330 16.5 27.0 36.8 41.9CARPENTRY WORKSHOP
PRECAST BEAM
187
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT Sample
Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
PRECAST BEAM
Concrete class
09-02-10 D 1524 FC IB-2 C 30 42.5N 300 16.9 26.3 34.6 39.8CARPENTRY WORKSHOP
PRECAST CABLE DUCT
10-02-10 D 1532 FC IB C 35 42.5N 330 15.5 29.1 36.8 40.8CARPENTRY WORKSHOP
PRECAST BEAM
11-02-10 D 1538 FC IB C 35 42.5N 330 17.3 28.3 37.8 43.6CARPENTRY WORKSHOP
PRECAST BEAM
11-02-10 D 1540 FC IB-2 C 30 42.5N 300 15.0 24.7 32.5 41.7CARPENTRY WORKSHOP
PRECAST CABLE DUCT
12-02-10 D 1545 FC IB C 35 42.5N 330 17.6 27.4 37.6 42.0CARPENTRY WORKSHOP
PRECAST BEAM
13-02-10 D 1551 FC IB C 35 42.5N 330 16.5 27.1 36.6 40.8CARPENTRY WORKSHOP
PRECAST BEAM
13-02-10 D 1552 FC IB C 35 42.5N 330 15.6 25.4 34.4 38.6CARPENTRY WORKSHOP
PRECAST CABLE DUCT
15-02-10 D 1556 FC IB C 35 42.5N 330 18.2 27.0 36.8 40.4CARPENTRY WORKSHOP
PRECAST BEAM
16-02-10 D 1561 FC IB-2 C 30 42.5N 300 18.7 31.3 38.5 44.3CARPENTRY WORKSHOP
PRECAST CABLE DUCT
17-02-10 D 1566 FC IB C 35 42.5N 330 17.4 27.4 36.6 40.3CARPENTRY WORKSHOP
PRECAST BEAM
18-02-10 D 1574 FC IB C 35 42.5N 330 16.9 27.6 37.1 41.6CARPENTRY WORKSHOP
PRECAST BEAM
19-02-10 D 1581 FC IB C 35 42.5N 330 15.6 28.4 37.8 41.5CARPENTRY WORKSHOP
PRECAST BEAM
23-02-10 D 1598 FC IB C 35 42.5N 330 15.7 28.5 36.9 40.2CARPENTRY WORKSHOP
PRECAST BEAM
25-02-10 D 1610 FC IB C 35 42.5N 330 16.7 27.9 37.8 44.3CARPENTRY WORKSHOP
PRECAST BEAM
25-02-10 D 1614 FC IB-2 C 30 42.5N 300 14.7 24.5 31.5 35.1CARPENTRY WORKSHOP
PRECAST CABLE DUCT
01-03-10 D 1626 FC IB-2 C 30 42.5N 300 13.5 22.7 32.3 37.0CARPENTRY WORKSHOP
PRECAST CABLE DUCT
02-03-10 D 1631 FC IB C 35 42.5N 330 15.3 27.4 38.5 41.9CARPENTRY WORKSHOP
PRECAST BEAM
03-03-10 D 1640 FC IB-2 C 30 42.5N 300 14.9 24.8 33.6 37.1CARPENTRY WORKSHOP
PRECAST CABLE DUCT
06-03-10 D 1656 FC IB C 35 42.5N 330 16.7 28.5 39.4 44.1CARPENTRY WORKSHOP
PRECAST BEAM
08-03-10 D 1661 FC IB-2 C 30 42.5N 300 14.3 24.0 33.6 36.4CARPENTRY WORKSHOP
PRECAST CABLE DUCT
09-03-10 D 1665 FC IB C 35 42.5N 330 17.3 27.8 37.4 40.7CARPENTRY WORKSHOP
PRECAST BEAM
10-03-10 D 1670 FC IB-2 C 30 42.5N 300 14.8 24.3 33.8 36.2CARPENTRY WORKSHOP
PRECAST CABLE DUCT
15-03-10 D 1693 FC IB-2 C 30 42.5N 300 12.9 22.8 31.8 34.4CARPENTRY WORKSHOP
PRECAST CABLE DUCT
17-03-10 D 1703 FC IB-2 C 30 42.5N 300 13.8 24.3 33.6 36.9CARPENTRY WORKSHOP
PRECAST CABLE DUCT
22-03-10 D 1726 FC IB-2 C 30 42.5N 300 15.1 24.6 33.6 37.3CARPENTRY WORKSHOP
PRECAST CABLE DUCT
24-03-10 D 1733 FC IB-2 C 30 42.5N 300 13.5 22.2 31.4 34.9CARPENTRY WORKSHOP
PRECAST CABLE DUCT
26-03-10 D 1747 FC IB-2 C 30 42.5N 300 14.2 23.9 32.8 42.4CARPENTRY WORKSHOP
PRECAST CABLE DUCT
29-03-10 D 1759 FC IB-2 C 30 42.5N 300 14.8 22.8 32.9 35.8CARPENTRY WORKSHOP
PRECAST CABLE DUCT
31-03-10 D 1771 FC IB-2 C 30 42.5N 300 14.1 23.9 32.6 36.4CARPENTRY WORKSHOP
PRECAST CABLE DUCT
02-04-10 D 1784 FC IB-2 C 30 42.5N 300 14.6 24.8 33.3 37.8CARPENTRY WORKSHOP
PRECAST CABLE DUCT
07-04-10 D 1793 FC IB-2 C 30 42.5N 300 13.9 23.1 32.4 36.6CARPENTRY WORKSHOP
PRECAST CABLE DUCT
09-04-10 D 1799 FC IB-2 C 30 42.5N 300 14.6 25.2 33.6 37.1CARPENTRY WORKSHOP
PRECAST CABLE DUCT
188
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT Sample
Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Sep-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
PRECAST BEAM
Concrete class
12-04-10 D 1809 FC IB-2 C 30 42.5N 300 13.7 23.2 30.0 34.6CARPENTRY WORKSHOP
PRECAST CABLE DUCT
14-04-10 D 1818 FC IB-2 C 30 42.5N 300 14.3 23.6 34.8 38.8CARPENTRY WORKSHOP
PRECAST CABLE DUCT
16-04-10 D 1833 FC IB-2 C 30 42.5N 300 13.8 24.1 35.3 39.8CARPENTRY WORKSHOP
PRECAST CABLE DUCT
18-05-10 D 1936 FC IB C 35 42.5N 330 19.4 27.9 35.7 38.2CARPENTRY WORKSHOP GATED
SPILLWAY BEAM SWD S5
21-05-10 D 1946 FC IB C 35 42.5N 330 15.4 27.3 35.8 40.2CARPENTRY WORKSHOP GATED
SPILLWAY BEAM D/S - 4
22-05-10 D 1948 FC IB C 35 42.5N 330 16.8 26.4 37.4 42.3CARPENTRY WORKSHOP GATED
SPILLWAY BEAM D/S - 5
26-05-10 D 1965 FC IB C 35 42.5N 330 20.5 30.6 40.2 44.9CARPENTRY WORKSHOP GATED
SPILLWAY BEAM D1 - S5
28-05-10 D 1975 FC IB C 35 42.5N 330 18.3 27.4 38.8 42.4CARPENTRY WORKSHOP GATED
SPILLWAY BEAM D/S - 4
03-06-10 D 1989 FC IB C 35 42.5N 330 19.8 30.5 37.1 41.6CARPENTRY WORKSHOP GATED
SPILLWAY BEAM D/S - 4
04-06-10 D 1993 FC IB C 35 42.5N 330 16.4 26.9 35.9 42.2CARPENTRY WORKSHOP GATED
SPILLWAY BEAM D/S - 5
06-06-10 D 2003 FC IB C 35 42.5N 330 15.9 26.9 36.8 42.2CARPENTRY WORKSHOP GATED
SPILLWAY BEAM D/S - 4
11-06-10 D 2019 FC IB C 35 42.5N 330 17.3 28.2 37.6 42.4CARPENTRY WORKSHOP GATED
SPILLWAY BEAM D/S - 5
12-06-10 D 2025 FC IB C 35 42.5N 330 16.5 27.2 38.8 43.6CARPENTRY WORKSHOP GATED
SPILLWAY BEAM D/S - 4
15-06-10 D 2036 FC IB C 35 42.5N 330 15.0 26.6 37.3 40.6CARPENTRY WORKSHOP GATED
SPILLWAY BEAM D/S - 4
189
DateNote
Casted2 days 7 days 28 days 90 days
12-11-09 D 1178 FC S C 20 42.5N 250 12.9 20.8 27.9 33.8APPRON BLINDING G.SPILLWAY
TAILRACE CHANNEL
16-11-09 D 1189 FC S C 20 42.5N 250 11.1 19.5 26.6 30.8APPRON BLINDING G.SPILLWAY
TAILRACE CHANNEL
21-11-09 D 1208 FC S C 20 42.5N 250 11.7 21.0 26.3 30.7APPRON BLINDING G.SPILLWAY
TAILRACE CHANNEL
02-12-09 D 1239 FC S C 20 42.5N 250 11.4 18.1 25.5 28.1 APPRON BLINDIND
21-12-09 D 1311 FC IB-7 C 35 42.5N 300 16.3 26.4 37.8 42.0 APPRON BLINDIND
28-12-09 N 1319 FC IB-2 C 30 42.5N 300 14.8 25.9 34.3 40.6 APPRON SLAB
30-12-09 D 1324 FC IB-2 C 30 42.5N 300 15.3 24.9 34.3 36.5 APRON
30-12-09 N 1325 FC IB-2 C 30 42.5N 300 15.0 25.4 34.0 37.1 APPRON SLAB
31-12-09 D 1328 FC IB-2 C 30 42.5N 300 14.7 26.1 33.5 36.5 APPRON SLAB
31-12-09 D 1329 FC IB-2 C 30 42.5N 300 14.3 24.8 38.5 40.9 APPRON SLAB
06-01-10 N 1350 FC IB-2 C 30 42.5N 300 14.5 25.6 33.7 38.3 APPRON SLAB
07-01-10 D 1358 FC IB-2 C 30 42.5N 300 14.5 25.5 33.6 36.8 APPRON SLAB
08-01-10 D 1359 FC IB-2 C 30 42.5N 300 14.6 25.2 33.7 38.8 APPRON SLAB
12-01-10 D 1378 FC IB C 35 42.5N 330 23.3 31.3 43.0 51.4 APPRON SLAB
14-01-10 D 1393 FC IB C 35 42.5N 330 17.3 29.6 40.6 45.6 APPRON SLAB
16-01-10 N 1405 FC IB-2 C 30 42.5N 300 14.2 29.6 38.0 43.6 APPRON SLAB
17-01-10 D 1406 FC IB C 35 42.5N 330 20.8 31.0 43.8 50.5 APPRON SLAB
18-01-10 N 1412 FC IB-2 C 30 42.5N 300 15.7 24.3 35.0 38.3 APPRON SLAB
19-01-10 D 1413 FC IB-7 C 35 42.5N 300 16.8 28.8 39.6 44.9 APPRON SLAB
22-01-10 D 1432 FC IB-7 C 35 42.5N 300 16.6 30.1 39.7 43.8 APPRON SLAB
22-01-10 D 1433 FC IB C 35 42.5N 330 16.3 31.3 42.0 44.0 APPRON SLAB
24-01-10 D 1444 FC IB-7 C 35 42.5N 300 17.2 30.6 40.8 46.5 APPRON SLAB
24-01-10 D 1445 FC IB-2 C 30 42.5N 300 14.6 24.9 35.8 40.0 APPRON SLAB
28-01-10 D 1465 FC IB-7 C 35 42.5N 300 15.7 27.7 38.0 42.7 APPRON SLAB
28-01-10 D 1467 FC IB C 35 42.5N 330 15.4 28.2 37.4 40.1 APPRON SLAB
29-01-10 N 1471 FC IB C 35 42.5N 330 16.3 27.1 37.6 43.7 APPRON SLAB
06-02-10 N 1503 FC IB-2 C 30 42.5N 300 20.3 29.9 35.7 42.9 APPRON SLAB
06-02-10 N 1509 FC IB C 35 42.5N 330 17.9 27.9 38.1 46.8 APPRON SLAB
06-02-10 D 1512 FC IB C 35 42.5N 330 17.6 27.5 36.2 39.7 APPRON SLAB
07-02-10 N 1513 FC IB-2 C 30 42.5N 300 15.9 26.4 35.3 40.3 APPRON SLAB
10-02-10 N 1528 FC IB-2 C 30 42.5N 300 19.3 28.1 36.6 42.3 APPRON SLAB
10-02-10 N 1530 FC IB C 35 42.5N 330 17.0 28.8 39.2 46.3 APPRON SLAB
13-02-10 N 1548 FC IB-2 C 30 42.5N 300 18.1 25.6 32.1 35.3 APPRON SLAB
13-02-10 D 1549 FC IB C 35 42.5N 330 16.9 27.2 39.3 43.9 APPRON SLAB
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT Sample
Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Nov-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
APPRON
Concrete class
190
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT Sample
Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Nov-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
APPRON
Concrete class
17-02-10 D 1570 FC IB C 35 42.5N 330 17.4 30.6 43.7 46.4 APPRON SLAB
18-02-10 N 1575 FC IB-2 C 30 42.5N 300 14.7 24.8 30.7 35.6 APPRON SLAB
18-02-10 N 1578 FC IB-2 C 30 42.5N 300 22.9 27.7 37.6 44.1 APPRON SLAB
20-02-10 N 1587 FC IB-7 C 35 42.5N 300 19.0 30.1 39.9 46.2 APPRON SLAB
21-02-10 N 1589 FC IB C 35 42.5N 330 22.8 30.4 44.0 49.6 APPRON SLAB
23-02-10 N 1601 FC IB C 35 42.5N 330 24.3 31.9 45.8 50.8 APPRON SLAB
24-02-10 N 1602 FC IB-7 C 35 42.5N 300 18.3 29.1 40.4 45.7 APPRON SLAB
25-02-10 N 1612 FC IB-7 C 35 42.5N 300 17.9 26.7 36.1 39.5 APPRON SLAB
25-02-10 D 1613 FC IB C 35 42.5N 330 16.3 29.0 40.6 44.4 APPRON SLAB
25-02-10 N 1616 FC IB-7 C 35 42.5N 300 23.4 32.7 43.0 48.1 APPRON SLAB
26-02-10 N 1617 FC IB-2 C 30 42.5N 300 14.2 23.5 31.5 34.9 APPRON SLAB
04-03-10 N 1646 FC IB-7 C 35 42.5N 300 16.9 28.9 39.3 44.9 APPRON SLAB
05-03-10 D 1650 FC IB C 35 42.5N 330 15.9 27.8 36.8 39.0 APPRON SLAB
10-03-10 N 1672 FC S C 20 42.5N 250 11.3 19.6 25.1 29.8 APPRON BLINDING
11-03-10 N 1675 FC IB-2 C 30 42.5N 300 17.5 25.8 31.7 38.8 APPRON SLAB
11-03-10 N 1677 FC IB-2 C 30 42.5N 300 15.3 24.7 34.1 39.8 APPRON SLAB
11-03-10 D 1678 FC IB C 35 42.5N 330 15.1 29.0 39.8 42.5 APPRON SLAB
13-03-10 N 1689 FC S C 20 42.5N 250 12.1 23.4 27.4 33.9 APPRON SLAB
17-03-10 N 1701 FC IB-2 C 30 42.5N 300 17.2 24.0 30.7 33.7 APPRON SLAB
17-03-10 D 1704 FC IB C 35 42.5N 330 15.4 26.0 36.6 39.4 APPRON SLAB
18-03-10 N 1709 FC IB-7 C 35 42.5N 300 20.8 33.1 43.1 46.6 APPRON SLAB
19-03-10 D 1712 FC IB-7 C 35 42.5N 300 16.9 28.8 37.6 43.8 APPRON SLAB
19-03-10 N 1714 FC IB C 35 42.5N 330 20.7 30.8 38.7 41.2 APPRON SLAB
26-03-10 N 1744 FC IB C 35 42.5N 330 19.7 30.3 38.5 40.4 APPRON SLAB
26-03-10 N 1745 FC IB-7 C 35 42.5N 300 18.2 29.6 40.3 44.4 APPRON SLAB
26-03-10 D 1746 FC IB C 35 42.5N 330 19.8 30.1 38.6 40.6 APPRON SLAB
28-03-10 D 1757 FC IB-2 C 30 42.5N 300 16.6 23.8 32.5 34.4 APPRON SLAB
28-03-10 D 1758 FC IB C 35 42.5N 330 16.6 28.6 37.0 42.4 APPRON SLAB
29-03-10 N 1763 FC S C 20 42.5N 250 10.4 18.8 24.3 29.9 APPRON SLAB
02-04-10 D 1785 FC R C 20 42.5N 250 10.8 17.9 25.2 29.3 APPRON RRC
10-04-10 D 1804 FC IB-7 C 35 42.5N 300 16.3 27.2 37.4 41.3 APPRON SLAB
10-04-10 D 1805 FC IB-2 C 30 42.5N 300 13.8 23.7 31.1 35.0 APPRON SLAB
10-04-10 N 1806 FC IB C 35 42.5N 330 15.9 26.7 36.0 39.2 APPRON SLAB
12-04-10 D 1811 FC IB-2 C 30 42.5N 300 13.6 23.6 33.0 37.4 APPRON SLAB
12-04-10 N 1813 FC IB C 35 42.5N 330 16.2 27.0 35.9 39.1 APPRON SLAB
17-04-10 D 1836 FC IB-7 C 35 42.5N 300 16.3 26.5 39.7 43.6 APPRON SLAB
17-04-10 D 1837 FC IB-2 C 30 42.5N 300 13.9 23.3 34.3 38.2 APPRON SLAB
17-04-10 D 1838 FC IB C 35 42.5N 330 18.2 28.8 35.8 39.0 APPRON SLAB
25-04-10 N 1866 FC IB C 35 42.5N 330 18.5 27.9 38.7 42.9 APPRON SLAB AWA - P1
29-04-10 N 1880 FC IB C 35 42.5N 330 23.6 30.9 37.1 42.6 APPRON SLAB AWA - P1
08-05-10 D 1901 FC IB C 35 42.5N 330 15.1 28.9 37.4 40.7APPRON AWA - Q2 & AWA P2
WALL
14-05-10 D 1923 FC IB C 35 42.5N 330 14.7 25.4 36.8 40.7 APPRON AWA - O1 & N1 WALL
17-05-10 D 1930 FC IB C 35 42.5N 330 19.2 27.7 37.5 40.5 APPRON AWA - N2 & O2 WALL
19-05-10 N 1940 FC IB C 35 42.5N 330 17.2 28.5 37.0 42.1 APPRON AWA - N2 WALL
25-05-10 N 1962 FC IB C 35 42.5N 330 19.8 30.9 40.6 48.1 APPRON AWA - S1 & V1 WALL
01-06-10 D 1984 FC IB C 35 42.5N 330 19.8 31.2 43.2 47.0 APPRON AWA - A WALL
04-06-10 D 1996 FC IB C 35 42.5N 330 19.3 31.9 39.8 47.2 APPRON AWA - K2, V2, S2 WALL
10-06-10 D 2016 FC IB C 35 42.5N 330 16.0 25.6 37.4 41.3 APPRON AWA - W2, 12
12-06-10 N 2031 FC IB C 35 42.5N 330 16.5 27.8 36.1 40.6 APPRON AWA - X1, Z1
191
DateNote
Casted2 days 7 days 28 days 90 days
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT Sample
Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Nov-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
APPRON
Concrete class
19-06-10 D 2052 FC IB C 35 42.5N 330 17.8 30.1 37.2 45.2 APPRON AWA - X2, Z2 WALL
25-06-10 D 2073 FC IB C 35 42.5N 330 16.0 26.4 36.4 40.4 APPRON AWA - Q3, P3
30-06-10 D 2090 FC IB C 35 42.5N 330 20.2 28.9 36.3 43.2 APPRON AWA - M3, O3
05-07-10 D 2103 FC IB C 35 42.5N 330 17.1 32.2 41.4 48.2 APPRON AWA - Q4, P4
09-07-10 D 2110 FC IB C 35 42.5N 330 15.9 27.5 36.1 42.6 APPRON AWA - R3, H3
12-07-10 N 2120 FC IB C 35 42.5N 330 15.9 25.7 37.8 39.0 APPRON
19-07-10 N 2138 FC IB C 35 42.5N 330 16.8 26.5 35.3 38.3 APPRON AWA - S3, V3
22-07-10 D 2150 FC IB C 35 42.5N 330 17.3 29.6 38.0 42.7 APPRON AWA - N4, O4
25-07-10 D 2160 FC IB C 35 42.5N 330 15.6 25.3 37.1 39.8 APPRON AWA - R4, V4
30-07-10 D 2179 FC IB C 35 42.5N 330 18.3 26.1 36.8 39.7 APPRON AWA - A3, W3
05-08-10 D 2193 FC IB C 35 42.5N 330 16.6 29.8 36.4 43.0 APPRON AWA - S3, Z3
06-08-10 D 2198 FC S C 25 42.5N 250 12.0 19.2 25.3 29.6 APPRON SLAB BLINDING
14-08-10 N 2219 FC IB C 35 42.5N 330 15.1 25.4 35.6 39.4 APPRON AWD - Q1, P1 WALL
19-08-10 N 2229 FC IB C 35 42.5N 330 15.7 27.0 37.1 41.6 APPRON AWD - Q2, P2
25-08-10 D 2248 FC IB C 35 42.5N 330 16.2 27.3 35.4 40.2 APPRON KEY PART 1
25-08-10 N 2250 FC IB-2 C 30 42.5N 300 14.7 24.1 31.8 35.1 APPRON KEY PART 1
27-08-10 N 2260 FC IB C 35 42.5N 330 19.7 30.7 45.5 48.5 APPRON KEY SLAB PART 2
30-08-10 D 2265 FC IB C 35 42.5N 330 16.2 27.4 38.1 43.6 APPRON KEY SLAB PART 2
06-09-10 D 2287 FC IB C 35 42.5N 330 15.4 31.1 38.3 45.1 APPRON AWD - M1, O1
12-09-10 N 2301 FC IB C 35 42.5N 330 19.7 29.3 37.1 42.6 APPRON AWA - M2, O2
15-09-10 D 2308 FC IB C 35 42.5N 330 18.5 28.4 36.0 43.1APPRON WALL LIFT Q, R
FOUNDATION
16-09-10 N 2311 FC IB C 35 42.5N 330 16.7 27.7 36.6 40.0 APPRON LIFT AWD - S1, W1
18-09-10 N 2312 FC IB C 35 42.5N 330 16.5 27.1 35.7 40.3APPRON LIFT AWD - R1 (PARTIAL)
V1
19-09-10 D 2316 FC IB C 35 42.5N 330 22.1 31.4 42.7 47.4 APPRON AWD - N2, R2
20-09-10 D 2317 FC S C 25 42.5N 250 9.3 16.7 23.0 26.3 APPRON SLAB BLINDING
20-09-10 N 2319 FC IB C 35 42.5N 330 17.1 30.5 41.2 48.3 APPRON WALL AWD
22-09-10 D 2324 FC IB C 35 42.5N 330 16.9 30.6 41.8 48.3 APPRON AWD - X2, T2
23-09-10 D 2329A FC IB C 35 42.5N 330 16.4 27.7 38.3 43.8 APPRON AWD - O3, M3
26-09-10 D 2339 FC IB C 35 42.5N 330 15.4 30.2 38.9 45.7 APPRON AWD - S2, W2
28-09-10 D 2345 FC IB C 35 42.5N 330 15.4 30.8 40.1 47.5 APPRON AWD - T1
28-09-10 D 2346 FC IB C 35 42.5N 330 16.1 30.8 41.9 49.2 APPRON AWD - M2, L3
01-10-10 D 2356 FC IB C 35 42.5N 330 17.6 30.4 43.4 49.8 APPRON KEY SLAB 3rd PIECE 1st
PHASE
01-10-10 N 2358 FC IB C 35 42.5N 330 17.3 29.4 38.3 44.9 APPRON KEY SLAB 3rd PIECE 1st
PHASE05-10-10 D 2362 FC IB C 35 42.5N 330 15.8 31.2 43.8 48.7 APPRON AWD - X3, T3
06-10-10 N 2365 FC IB C 35 42.5N 330 20.8 30.9 43.9 48.2 APPRON AWD - Q4, P4 WALL
08-10-10 N 2371 FC IB C 35 42.5N 330 19.2 31.0 38.9 42.7 APPRON KEY SLAB
08-10-10 D 2373 FC IB C 35 42.5N 330 16.9 27.3 36.9 40.6 APPRON KEY SLAB
11-10-10 N 2376 FC IB C 35 42.5N 330 15.7 25.6 37.1 APPRON AWD - M4, O4
13-10-10 N 2381 FC IB C 35 42.5N 330 18.7 27.9 35.1 APPRON AWD - Y2, U2
15-10-10 D 2388 FC IB C 35 42.5N 330 17.6 31.5 43.5 APPRON AWA - U1
16-10-10 N 2390 FC IB C 35 42.5N 330 18.4 29.8 37.3 APPRON AWD - R3, V3
19-10-10 N 2395 FC IB C 35 42.5N 330 17.3 28.4 37.6 APPRON AWA - Y1
20-10-10 D 2399 FC IB C 35 42.5N 330 21.4 30.6 40.2GATED SPILLWAY APPRON LIFT -
B4, V4
23-10-10 D 2405 FC IB C 35 42.5N 330 15.6 26.5 35.8 APPRON WALL LIFT - R4 - V4 - N4
24-10-10 N 2406 FC IB C 35 42.5N 330 23.8 31.8 40.9GATED SPILLWAY APPRON AWA -
J2, V2
30-10-10 N 2428 FC IB C 35 42.5N 330 15.9 26.7 36.0G. SPILLWAY EXTENDED APPRON
AWA - Y3, V3
192
DateNote
Casted2 days 7 days
28 days
90 days
11-11-09 D 1171 FC S C 20 42.5N 250 12.8 20.7 27.1 32.0TEMPORARY BRIDGE LEFT
ABUTMENT
18-11-09 D 1202 FC S C 20 42.5N 250 11.9 19.5 28.0 33.4TEMPORARY BRIDGE LEFT
ABUTMENT
08-12-09 D 1261 FC K C 30 42.5N 250 15.1 24.3 30.5 36.8TEMPORARY BRIDGE LEFT
ABUTMENT
03-01-10 D 1340 FC R C15 42.5N 250 15.8 26.6 34.3 40.0TEMPORARY BRIDGE LEFT
ABUTMENT
11-01-10 D 1377 FC S C 20 42.5N 250 12.6 20.9 26.5 30.3TEMPORARY BRIDGE LEFT
ABUTMENT
25-01-10 D 1452 FC IB-2 C 30 42.5N 300 15.2 25.4 34.2 39.8 TEMPORARY BRIDGE 1st STAGE OF WALL ON LEFT ABUTMENT
28-01-10 D 1466 FC IB-2 C 30 42.5N 300 16.9 26.2 32.9 34.4TEMPORARY BRIDGE MIDDLE PIER
(P1)
09-02-10 D 1525 FC IB-2 C 30 42.5N 300 15.1 25.9 33.9 38.4 TEMPORARY BRIDGE 2nd STAGE OF WALL ON LEFT ABUTMENT
19-02-10 D 1583 FC IB-2 C 30 42.5N 300 16.0 24.7 31.0 34.6TEMPORARY BRIDGE LIFT 1
MIDDLE PIER
01-03-10 D 1625 FC IB-2 C 30 42.5N 300 14.8 24.9 31.6 37.3TEMPORARY BRIDGE FOUND.
RIGHT ABUTMENT
15-03-10 D 1694 FC IB-2 C 30 42.5N 300 12.0 22.5 33.1 36.8 TEMPORARY BRIDGE 1st WALL ABUTMENT
21-03-10 D 1725 FC IB-2 C 30 42.5N 300 14.3 22.8 32.4 36.8 TEMPORARY BRIDGE 2nd STAGE OF WALL ON RIGHT ABUTMENT
19-07-10 D 2136 FC IB C 35 42.5N 330 15.4 27.0 35.7 42.9 SLAB TEMPORARY BRIDGE 1st
POUR
25-07-10 D 2159 FC IB C 35 42.5N 330 15.2 25.0 35.5 38.6 SLAB TEMPORARY BRIDGE 2nd
POUR
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Nov-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
TEMPORARY BRIDGE
Concrete class
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
193
DateNote
Casted2 days 7 days 28 days 90 days
06-12-09 D 1253 FC IB C 35 42.5N 330 16.2 27.1 36.5 38.5SIPHON SPILLWAY
PRECAST
07-12-09 D 1259 FC IB C 35 42.5N 330 16.3 26.8 37.8 41.6SIPHON SPILLWAY
PRECAST
09-12-09 D 1266 FC IB-7 C 35 42.5N 300 16.4 28.6 37.0 41.5SIPHON SPILLWAY
PRECAST BEAM
10-12-09 D 1270 FC IB C 35 42.5N 330 17.4 27.5 36.5 40.8SIPHON SPILLWAY
PRECAST BEAM
11-12-09 D 1274 FC IB C 35 42.5N 330 17.3 27.9 39.0 43.5SIPHON SPILLWAY
PRECAST
12-12-09 D 1279 FC IB-7 C 35 42.5N 300 16.4 26.8 36.3 38.7SIPHON SPILLWAY
PRECAST BEAM
01-02-10 D 1479 FC M6 C 40 42.5N 380 22.9 31.6 44.7 48.7SIPHON SPILLWAY
PRECAST BEAM
03-02-10 D 1490 FC IB C 35 42.5N 330 16.5 28.8 38.8 43.8SIPHON SPILLWAY
PRECAST BEAM
16-02-10 D 1563 FC R C 20 42.5N 250 12.5 19.0 24.0 26.4S. SPILLWAY NEW
PRECAST SLAB
26-02-10 D 1620 FC IB C 35 42.5N 330 18.5 26.8 35.8 38.5SIPHON SPILLWAY
PRECAST BEAM
30-03-10 D 1768 FC IB C 35 42.5N 330 16.1 27.1 35.2 39.2S. SPILLWAY PRECAST
CLASS A
31-03-10 D 1772 FC IB C 35 42.5N 330 16.9 28.3 35.6 40.4S. SPILLWAY PRECAST
TYPE B
25-04-10 D 1868 FC IB C 35 42.5N 330 15.3 26.3 36.7 39.4 S. SPILLWAY PRECAST
18-05-10 D 1937 FC IB C 35 42.5N 330 15.1 25.5 37.5 41.9S. SPILLWAY PRECAST B2 -
2PQ
23-06-10 D 2067 FC IB C 35 42.5N 330 16.8 27.3 37.8 42.6S. SPILLWAY PRECAST
TYPE A 2
26-06-10 D 2076 FC IB C 35 42.5N 330 16.6 27.2 38.7 42.5S. SPILLWAY PRECAST
TYPE B
02-07-10 D 2099 FC IB C 35 42.5N 330 18.9 29.3 38.6 42.9S. SPILLWAY PRECAST
TYPE B
Cement type
Cement (Kg/m3)
LABORATORY
SITE MATERIALS
SH
IFT
Sample Ref.
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
Mix Type
Feb-09
Summary of
Cylinder Compressive Strengh Results
Rc, maturation at NORMAL WATER CURING (MPa)
SPILLWAY PRECAST
Concrete class
194
Bujagali Energy Limited Bujagali Hydro-Electric Power Project
Salini Costruttori Site Material Laboratory Report
SA-D-GE-TR-1173
5.2 SUMMARY OF CONCRETE STATISTICAL ANALYSIS .........
195
BUJAGALI HYDROELECTRIC POWER
PROJECT, UGANDA
REV. 0
SUMMARY OF CONCRETE STATISTICAL
(28 DAYS)SITE MATERIALS LABORATORY
Cement Type: 42.5N
AVERAGE STRENGTH
AVG
STANDARD DEVATION CHARACTERISTIC STRENGTH
STDV Rck
CYLINDER
Cement Content Concrete
class
Number of Mix Type AVG
Kg/m3 N/mm2
380 C40 FC M6 15 44.76
N/mm2
STDV Rck
N/mm2
classof
SamplesMix Type
1.7 42.6
Cement Type: 42.5N
AVERAGE STRENGTH
AVG
Kg/m3 N/mm2
Cement Content Concrete
classMix Type
CYLINDER
Number of
Samples
STANDARD DEVATION CHARACTERISTIC STRENGTH
STDV Rck
N/mm2 N/mm2
330 C35 FC IB 30 37.71
Cement Type: 42.5N
1.8 35.4
CYLINDER
AVERAGE STRENGTH
AVG
Kg/m3 N/mm2
310 C25 FC JC 18 31.02
CHARACTERISTIC STRENGTHSTANDARD DEVATION Number
of Samples
Mix TypeConcrete
class
Cement Content
28.51.9
N/mm2N/mm2
RckSTDV
RcK = AVG - 1.28 x STDVFor the contractor: Mesfin A.
196
30.0
35.0
40.0
45.0
50.0
Statistical Analysis For Nov 2010
St. Dev.
Minimum
St. Dev.
Minimum
Average
Maximum
0.0
5.0
10.0
15.0
20.0
25.0
30.0
FC IB
FC M6
FC JC
Minimum
Average
Maximum
197
DateNote
Casted2 days 7 days 28 days 90 days
02-11-10 2433 FC M6 C 40 42.5N 380 22.3 32.8 42.4PH Unit 3 Lift 30A Cantilever right
side
02-11-10 2435 FC M6 C 40 42.5N 380 23.8 34.3 44.8 PH Unit 1 & 3 STOP LOG 1 2nd
PHASE CONCRETE
03-11-10 2437 FC M6 C 40 42.5N 380 25.3 34.4 45.6 PH Unit 2 bottom beam 2nd phase
03-11-10 2439 FC M6 C 40 42.5N 380 23.8 34.1 45.2PH Unit 3 Lift 20A Cantilever left
wall 3rd stage
05-11-10 2445 FC M6 C 40 42.5N 380 22.8 38.2 46.1 PH Unit 3 Lift P10
08-11-10 2450 FC M6 C 40 42.5N 380 22.7 35.4 46.3PH Unit 3 Lift 29A & 30A Cantilever
Axis 13C
09-11-10 2454 FC M6 C 40 42.5N 380 25.8 34.5 44.3PH Unit 3 Lift 30A Cantilever left
wall 3rd stage
10-11-10 2455 FC M6 C 40 42.5N 380 28.0 36.3 47.8 PH Unit 2 Lift P11
13-11-10 2466 FC M6 C 40 42.5N 380 23.5 34.4 42.3 PH Unit 4 Lift P8B
18-11-10 2473 FC M6 C 40 42.5N 380 25.3 37.5 47.3 PH Unit 4 Lift 29A Axis 7
19-11-10 2478 FC M6 C 40 42.5N 380 25.8 34.6 45.4PH Unit 4 Lift 29A Cantilever right
side 1st phase
22-11-10 2483 FC M6 C 40 42.5N 380 21.8 34.6 44.1PH Unit 4 Lift 29A & 30A Cantilever
Centre wall Axis 7 2nd Stage
23-11-10 2485 FC M6 C 40 42.5N 380 20.7 33.8 43.5PH Unit 4 Lift 29A & 30A Cantilever
2nd Phase wall Axis 5
23-11-10 2487 FC M6 C 40 42.5N 380 20.9 34.0 43.5 PH Unit 4 Lift 30A Cantilever 3rd
Phase Right wall
24-11-10 2488 FC M6 C 40 42.5N 380 22.7 36.3 42.8 PH Unit 4 Lift 30A Cantilever 3rd
Phase Centre wall
44.7642.347.81.7
Actual Characteristic Strength of the mix =
Rck = AVG - K x STDV 42.6 N/mm2 If expected low percent value is 10%K = 1.28
For the contractor: Mesfin A.
Average
Minimum
Maximum
Standard Deviation
Sample Ref.
Mix TypeConcrete
classCement
typeCement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
LABORATORY Nov-10 REV. 0
Summary of BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS Cylinder Compressive Strengh Results PROJECT, UGANDA
198
DateNote
Casted2 days 7 days 28 days 90 days
02-11-10 2436 FC JC C 30 42.5N 300 12.9 21.7 29.6 PH Control building wall axis 28
04-11-10 2440 FC JC C 30 42.5N 300 14.6 26.1 32.8 G/DAM BLOCK "D" LIFT 13
05-11-10 2444 FC JC C 30 42.5N 300 16.7 25.9 34.6 PH Unit 3 Lift P10
07-11-10 2448 FC JC C 30 42.5N 300 15.9 26.5 31.3 PH Unit 2 Lift P14
07-11-10 2449 FC JC C 30 42.5N 300 12.0 21.2 30.2 PH Unit 5 Lift 23
11-11-10 2460 FC JC C 30 42.5N 300 15.6 23.3 31.2 PH Unit 4 Lift 30B
11-11-10 2461 FC JC C 30 42.5N 300 12.3 25.1 34.4 PH Unit 2 Lift P14 Column & wall
13-11-10 2464 FC JC C 30 42.5N 300 13.4 23.1 30.4 PH Control building column axis 28
16-11-10 2468 FC JC C 30 42.5N 300 14.1 22.3 30.6 PH Unit 5 Lift 27
17-11-10 2470 FC JC C 30 42.5N 300 11.7 21.1 28.5 PH Unit 4 Lift 92
18-11-10 2475 FC JC C 30 42.5N 300 11.9 23.1 29.9 PH Unit 4 Lift P9B
20-11-10 2479 FC JC C 30 42.5N 300 11.1 21.4 29.6 PH Unit 3 Lift 31A & 32 Cantilever
21-11-10 2480 FC JC C 30 42.5N 300 14.7 25.0 32.7 PH Unit 4 Lift 24
24-11-10 2489 FC JC C 30 42.5N 300 11.9 22.4 33.0 PH Unit 2 Lift P15
25-11-10 2490 FC JC C 25 42.5N 300 13.7 23.7 29.6S.YARD INTERCONNECTION
TOWER FOUNDATION
26-11-10 2493 FC JC C 30 42.5N 300 11.6 24.5 32.7 PH Unit 4 Lift P10B
28-11-10 2494 FC JC C 30 42.5N 300 14.9 21.6 28.3 PH Unit 5 Lift 28 1st Phase
28-11-10 2495 FC JC C 30 42.5N 300 12.9 21.6 28.9 PH Unit 5 Lift 28 2nd Phase
31.0228.334.61.9
Actual Characteristic Strength of the mix =
Rck = AVG - K x STDV 28.5 N/mm2 If expected low percent value is 10%K = 1.28
For the contractor: Mesfin A.
Average
Minimum
Maximum
Standard Deviation
Sample Ref.
Mix TypeConcrete
classCement
typeCement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
LABORATORY Nov-10 REV. 0
Summary of BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS Cylinder Compressive Strengh Results PROJECT, UGANDA
199
DateNote
Casted2 days 7 days 28 days 90 days
02-11-10 2434 FC IB C 35 42.5N 330 15.5 26.1 35.7SIPHON SPILLWAY BARRELS 4 & 5
LIFT 8 - 1 - 18
04-11-10 2441 FC IB C 35 42.5N 330 16.4 28.1 37.9SIPHON SPILLWAY BARRELS 8 LIFT
8
04-11-10 2443 FC IB C 35 42.5N 330 17.3 29.6 38.3SIPHON SPILLWAY BARRELS 4 & 5
LIFT 8 - 1 - 1
06-11-10 2446 FC IB C 35 42.5N 330 15.1 25.5 35.7SIPHON SPILLWAY BARRELS 9 LIFT
8
06-11-10 2447 FC IB C 35 42.5N 330 15.4 28.0 36.8SIPHON SPILLWAY BARRELS 4 & 5
LIFT 8(III)
08-11-10 2451 FC IB C 35 42.5N 330 17.7 31.5 41.8SIPHON SPILLWAY BARRELS 6 LIFT
8(II)
08-11-10 2452 FC IB C 35 42.5N 330 18.2 31.6 41.7SIPHON SPILLWAY BARRELS 3 LIFT
8(III)
08-11-10 2453 FC IB C 35 42.5N 330 16.3 27.6 37.4 SIPHON SPILLWAY 4B & 4C
10-11-10 2456 FC IB C 35 42.5N 330 15.0 26.7 35.6SIPHON SPILLWAY BARRELS 14
LIFT 8(I)
10-11-10 2457 FC IB C 35 42.5N 330 15.1 25.8 35.5SIPHON SPILLWAY BARRELS 3 LIFT
8(III)
10-11-10 2458 FC IB C 35 42.5N 330 15.2 26.9 36.5SIPHON SPILLWAY BARRELS 6 LIFT
8(II)
11-11-10 2459 FC IB C 35 42.5N 330 18.3 29.1 38.6SIPHON SPILLWAY BARREL 1 LIFT
9B
12-11-10 2462 FC IB C 35 42.5N 330 15.8 30.6 38.8SIPHON SPILLWAY BARRELS 3 LIFT
8(V)
12-11-10 2463 FC IB C 35 42.5N 330 16.3 28.3 39.6SIPHON SPILLWAY BARRELS 6 LIFT
8(III)
13-11-10 2465 FC IB C 35 42.5N 330 16.6 31.8 39.9SIPHON SPILLWAY RETAINING WALL
4DA, 4DB, 4DC, 4DD, 4DE
15-11-10 2467 FC IB C 35 42.5N 330 15.1 30.1 39.1 PH Unit 5 Lift 27
16-11-10 2469 FC IB C 35 42.5N 330 15.2 25.6 35.7SIPHON SPILLWAY BARRELS 7 & 8
2nd LEVEL
17-11-10 2471 FC IB C 35 42.5N 330 15.1 29.3 39.7SIPHON SPILLWAY BARRELS 2 LIFT
9
17-11-10 2472 FC IB C 35 42.5N 330 16.3 27.6 38.8 SIPHON SPILLWAY PRECAST SLAB
18-11-10 2474 FC IB C 35 42.5N 330 15.0 26.8 36.6SIPHON SPILLWAY BARRELS 16
LIFT 5B, 5D - A TO 5D - E
19-11-10 2476 FC IB C 35 42.5N 330 15.4 25.3 36.8SIPHON SPILLWAY BARRELS 7 - 8
LIFT 8(III)
19-11-10 2477 FC IB C 35 42.5N 330 15.5 25.5 36.8GATED SPILLWAY PRECAST BEAM
FOR BRIDGE AT CREST
21-11-10 2481 FC IB C 35 42.5N 330 17.3 28.6 39.1SIPHON SPILLWAY BARRELS 1/2
LIFT 8 6th PHASE
21-11-10 2482 FC IB C 35 42.5N 330 16.9 25.7 35.5SIPHON SPILLWAY BARRELS 3 LIFT
9B
22-11-10 2484 FC IB C 35 42.5N 330 17.5 27.9 37.6 PH Unit 2 Lift 83 Deck Bridge 1st
Phase
23-11-10 2486 FC IB C 35 42.5N 330 17.3 25.3 36.4S.SPILLWAY RIGHT CURVE
RETAINING WALL SDA, SDB, SDC,
25-11-10 2491 FC IB C 35 42.5N 330 17.2 30.3 38.8 SIPHON SPILLWAY UNIT 4 LIFT 9B
25-11-10 2492 FC IB C 35 42.5N 330 16.4 27.9 36.6SIPHON SPILLWAY BARRELS 1 & 2
LIFT 8(VIII)
29-11-10 2496 FC IB C 35 42.5N 330 15.3 30.7 38.5SIPHON SPILLWAY BARRELS 15 & 16
LIFT 5B - 5C
Sample Ref.
Mix TypeConcrete
classCement
typeCement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
LABORATORY Nov-10 REV. 0
Summary of BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS Cylinder Compressive Strengh Results PROJECT, UGANDA
200
DateNote
Casted2 days 7 days 28 days 90 days
Sample Ref.
Mix TypeConcrete
classCement
typeCement (Kg/m3)
Rc, maturation at NORMAL WATER CURING (MPa)
LABORATORY Nov-10 REV. 0
Summary of BUJAGALI HYDROELECTRIC POWER
SITE MATERIALS Cylinder Compressive Strengh Results PROJECT, UGANDA
30-11-10 2497 FC IB C 35 42.5N 330 17.1 30.6 35.6SIPHON SPILLWAY BARRELS 1 & 2
LIFT 8(VIII)
37.7135.541.81.8
Design Characteristic Strength = 25N/mm2Actual Characteristic Strength of the mix =
Rck = AVG - K x STDV = 35.4 N/mm2 If expected low percent value is 10%K = 1.28
For the contractor: Mesfin A.
Average
Minimum
Maximum
Standard Deviation
201
Bujagali Energy Limited Bujagali Hydro-Electric Power Project
Salini Costruttori Site Material Laboratory Report
SA-D-GE-TR-1173
5.3 SUMMARY OF APPLIED DESIGN MIXES
202
Concrete Class C 35
DateCasted
19-25 mm 5-19mm1.5-5mm C.Sand
0-1.5mm F.Sand
0-5mm N.Sand
TYPE LT/m3 15 Min20/30min
3 days 7 days 28 days
14-11-09 FC-IB 15 37 10 9 29 330 0.54Sikament
110N3.3 130 80 2501 2.9 25.8 24.3 21.5 33.1 43.7
18-12-08 FC-IB -7 20 40 17 0 23 300 0.54 Plastiment BV 40
2.7 100 60 2479 3.2 25.8 28.4 24.2 30.5 41.9
NB: = Applied mixs October to November 2010
Concrete Class C 30
DateCasted
25-38 mm 19-25 mm 5-19mm1.5-5mm C.sand
0-6mm N.Sand
TYPE LT/m3 15 Min20/30min
3 days 7 days 28 days
14-11-09 FC- IB-2 15 37 10 9 29 300 0.54 Sikament 110N 3 120 80 2463 3.2 26.1 28.3 17.1 29.5 36.1
NB: = Applied mixs October to November 2010
Concrete Class C 40
DateCasted
25-38 mm 19-25 mm 5-19 mm 1.5-5mm0-5mm
Nat.SandTYPE LT/m3 15 Min 30min
3 days
7 days
28 days
17-04-10 FC-M 6 52 21 27 380 0.42Sikament
110N5.3 210 190 2535 2.9 27.8 30.4 23.2 35.1 48.1
SIKA CONTROL 40
3.8
NB: = Applied mixs October to November 2010
LABORATORY Nov-10 Rev. 0
TRIAL MIXES IN LAB FOR CONCRETE BUJAGALI HYDROELECTRIC POWER PROJECT,
SITE MATERIALS SUMMARY OF RESULTS UGANDA
BUJAGALI CRUSHING PLANT CEMENT TYPE 42.5N
Trial MixAGGREGATE PROPORTIONS IN % Cement
content
(Kg/m3)
W:C Ratio
ADDITIVE SLUMP (mm)Fresh Unit
weight
(Kg/m3)
Air Cont. (%)
Trial MixAGGREGATE PROPORTIONS IN % Cement
content
(Kg/m3)
W:C Ratio
ADDITIVEAVERAGE
COMPRESSIVE STRENGTH (MPa)
Conc. Temp. (°C)
Air Temp. (°C)
AVERAGE COMPRESSIVE
STRENGTH (MPa)
BUJAGALI CRUSHING PLANT CEMENT TYPE 42.5N
SLUMP (mm)Fresh Unit
weight
(Kg/m3)
Air Cont. (%)
Conc. Temp. (°C)
Air Temp. (°C)
Trial MixCement content
(Kg/m3)
W:C Ratio
ADDITIVE Conc. Temp. (°C)
Air Temp. (°C)
AVERAGE COMPRESSIVE
STRENGTH (MPa)
BUJAGALI CRUSHING PLANT CEMENT TYPE 42.5N
SLUMP (mm) Fresh Unit
weight
(Kg/m3)
Air Cont. (%)
203
Concrete Class C 25
DateCasted
25-38 mm 19-25 mm 5-19mm1.5-5mm C.sand
0-6mm N.Sand
TYPE LT/m3 15 Min20/30min
3 days 7 days 28 days
15-08-09 FC-Jc 56 9 35 310 0.54 Sikament 110N
3.1 120 70 2463 2.9 24.3 23.7 19.0 27.0 34.1
NB: = Applied mixs October to November 2010
Concrete Class C 15
DateCasted
25-38 mm 19-25 mm 5-19mm1.5-5mm C.sand
0-6mm N.Sand
TYPE LT/m3 15 Min20/30min
3 days 7 days 28 days
30-08-08 FC-S 8 8 36 21 27 250 0.69Plastiment
BV 40 2.8 80 55 2418 2.3 24 24.8 13.6 17.4 24.3
01-09-08 FC R 52 17 31 250 0.69 Sikament 110N 2.7 145 110 2611 1.2 27.3 25.6 16.9 23.8 27.0
NB: = Applied mixs October to November 2010
LABORATORY Nov-10 Rev. 0
TRIAL MIXES IN LAB FOR CONCRETE BUJAGALI HYDROELECTRIC POWER PROJECT,
SITE MATERIALS SUMMARY OF RESULTS UGANDA
BUJAGALI CRUSHING PLANT CEMENT TYPE 42.5N
Trial MixAGGREGATE PROPORTIONS IN % Cement
content
(Kg/m3)
W:C Ratio
ADDITIVE SLUMP (mm)Fresh Unit
weight
(Kg/m3)
Air Cont. (%)
Trial Mix
AGGREGATE PROPORTIONS IN %Cement content
(Kg/m3)
W:C Ratio
ADDITIVEAVERAGE
COMPRESSIVE STRENGTH (MPa)
Conc. Temp. (°C)
Air Temp. (°C)
AVERAGE COMPRESSIVE
STRENGTH (MPa)
BUJAGALI CRUSHING PLANT CEMENT TYPE 42.5N
SLUMP (mm) Fresh Unit
weight
(Kg/m3)
Air Cont. (%)
Conc. Temp. (°C)
Air Temp. (°C)
204
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