Site Material Laboratory Report No. 19 - Dec. 2010

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



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



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



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



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


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)



A=[(B-C)/B] x 100

AGGREGATE SIZE (mm)

1379 g

1347 g

FINE AGG


A=[(B-C)/B] x 100 2.32 %

COARSE AGG

0 - 1.5 (dry)


8%T.S. LIMIT 3.00%SPEC. LIMIT

For the contractor: Mesfin A.

9

Rev. 0




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%



A=[(B-C)/B] x 100

0 - 5

8%SPEC. LIMITT.S. LIMIT 3.00%


10

Rev. 0







gg

AGGREGATE SIZE (mm)

%

19 - 25


A=[(B-C)/B] x 100

( )

2603 g

2601 g

AGGREGATE SIZE (mm)


A=[(B-C)/B] x 100 0.08 %

5 - 19


AGGREGATE SIZE (mm)

1990 g

1988 g




A=[(B-C)/B] x 100 0.10 %

5 - 19


AGGREGATE SIZE (mm)

1341 g

1337.2 g

0.28 %

1.5 - 5 (wet)



A=[(B-C)/B] x 100

AGGREGATE SIZE (mm)

1321 g

1273 g

FINE AGG


A=[(B-C)/B] x 100 3.63 %

COARSE AGG

0 - 1.5 (dry)




11

Rev. 0






AGGREGATE SIZE (mm)

1562 g

1511 g

FINE AGG

3.27 %




A=[(B-C)/B] x 100

0 - 5



12

Rev. 0







gg

AGGREGATE SIZE (mm)

%

19 - 25


A=[(B-C)/B] x 100

( )

2352 g

2351.3 g

AGGREGATE SIZE (mm)


A=[(B-C)/B] x 100 0.03 %

5 - 19


AGGREGATE SIZE (mm)

2472 g

2470.3 g




A=[(B-C)/B] x 100 0.07 %

5 - 19


AGGREGATE SIZE (mm)

1374 g

1368 g

0.44 %

1.5 - 5 (wet)



A=[(B-C)/B] x 100

AGGREGATE SIZE (mm)

1395 g

1333.9 g

FINE AGG


A=[(B-C)/B] x 100 4.38 %

COARSE AGG

0 - 1.5 (dry)




13

Rev. 0






AGGREGATE SIZE (mm)

1500 g

1456.8 g

FINE AGG

2.88 %




A=[(B-C)/B] x 100

0 - 5



14

Rev. 0







gg

AGGREGATE SIZE (mm)

%

19 - 25


A=[(B-C)/B] x 100

( )

2240.5 g

2239.4 g

AGGREGATE SIZE (mm)


A=[(B-C)/B] x 100 0.05 %

5 - 19


AGGREGATE SIZE (mm)

2381.5 g

2380.3 g




A=[(B-C)/B] x 100 0.05 %

5 - 19


AGGREGATE SIZE (mm)

1419 g

1413.2 g

0.41 %

1.5 - 5 (wet)



A=[(B-C)/B] x 100

AGGREGATE SIZE (mm)

1401 g

1344.3 g

FINE AGG


A=[(B-C)/B] x 100 4.05 %

COARSE AGG

0 - 1.5 (dry)




15

Rev. 0






AGGREGATE SIZE (mm)

1435 g

1390.1 g

FINE AGG

3.13 %




A=[(B-C)/B] x 100

0 - 5



16

Rev. 0







gg

AGGREGATE SIZE (mm)

%

19 - 25


A=[(B-C)/B] x 100

( )

2129 g

2127.5 g

AGGREGATE SIZE (mm)


A=[(B-C)/B] x 100 0.07 %

5 - 19


AGGREGATE SIZE (mm)

2291 g

2290.3 g




A=[(B-C)/B] x 100 0.03 %

5 - 19


AGGREGATE SIZE (mm)

1464 g

1458.4 g

0.38 %

1.5 - 5 (wet)



A=[(B-C)/B] x 100

AGGREGATE SIZE (mm)

1407 g

1354.8 g

FINE AGG


A=[(B-C)/B] x 100 3.71 %

COARSE AGG

0 - 1.5 (dry)




17

Rev. 0






AGGREGATE SIZE (mm)

1565 g

1525 g

FINE AGG

2.56 %




A=[(B-C)/B] x 100

0 - 5



18

Rev. 0







gg

AGGREGATE SIZE (mm)

%

19 - 25


A=[(B-C)/B] x 100

( )

2363.5 g

2361.5 g

AGGREGATE SIZE (mm)


A=[(B-C)/B] x 100 0.08 %

5 - 19


AGGREGATE SIZE (mm)

2209.5 g

2208.4 g




A=[(B-C)/B] x 100 0.05 %

5 - 19


AGGREGATE SIZE (mm)

1252 g

1249.5 g

0.20 %

1.5 - 5 (wet)



A=[(B-C)/B] x 100

AGGREGATE SIZE (mm)

1483.5 g

1427.9 g

FINE AGG


A=[(B-C)/B] x 100 3.75 %

COARSE AGG

0 - 1.5 (dry)




19

Rev. 0






AGGREGATE SIZE (mm)

2187.6 g

2110.8 g

FINE AGG

3.51 %




A=[(B-C)/B] x 100

0 - 5



20

Rev. 0




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)


A=[(B-C)/B] x 100 %

19 - 25( )

2289.7 g

2289.4 g

AGGREGATE SIZE (mm)



A=[(B-C)/B] x 100 0.01 %

5 - 19AGGREGATE SIZE (mm)

2521.9 g

2516.4 g

AGGREGATE SIZE (mm)

5 - 19



A=[(B-C)/B] x 100 0.22 %

1 5 5 ( et)AGGREGATE SIZE (mm)

1389 g

1386.2 g

1.5 - 5 (wet)



A=[(B-C)/B] x 100 0.20 %

AGGREGATE SIZE (mm)

1429.2 g

1361.6 g

FINE AGG

0 - 1.5 (dry)



A=[(B-C)/B] x 100 4.73 %

COARSE AGG



21

Rev. 0




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



A=[(B-C)/B] x 100 3.63 %




22

Rev. 0




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)


A=[(B-C)/B] x 100 %

19 - 25( )

2161.3 g

2159.6 g

AGGREGATE SIZE (mm)



A=[(B-C)/B] x 100 0.08 %

5 - 19AGGREGATE SIZE (mm)

2343.4 g

2341.6 g

AGGREGATE SIZE (mm)

5 - 19



A=[(B-C)/B] x 100 0.08 %

1 5 5 ( et)AGGREGATE SIZE (mm)

2278.5 g

2276 g

1.5 - 5 (wet)



A=[(B-C)/B] x 100 0.11 %

AGGREGATE SIZE (mm)

1820.2 g

1746.8 g

FINE AGG

0 - 1.5 (dry)



A=[(B-C)/B] x 100 4.03 %

COARSE AGG



23

Rev. 0




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



A=[(B-C)/B] x 100 3.39 %




24

CLAY LUMPS AND FRIABLE BUJAGALI HYDROPOWER PROJECT

SITE MATERIALS PARTICLES IN AGGREGATES UGANDA

Rev.0


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%


25



Rev.0




Material source River Natural Sand LAB Ref No 215Material source River Natural Sand LAB. Ref. No. 215

AGGREGATE SIZE



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


COARSE AGG< 1%T.S LIMIT 3% 1%


26



Rev.0

Sampling Location Cruching Plant Tasting Date 25/11/2010

Material source Bujagali Amphybolite LAB Ref No 214


Site Bujagali Hydropower Project Sampling Date 23/11/2010




FRIABLE PARTICLES

AGGREGATE SIZE

Material source Bujagali Amphybolite LAB. Ref. No. 214

0-1.5 1.18 - 4.75 850μm 1564 1561 0.19



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


COARSE AGG< 1%

19 25 4.75mm 3556 3555 0.03

25 - 37.5 4.75mm No Production

T.S LIMIT 3% 1%


27



Rev.0

Sampling Location Stock Pile Tasting Date 25/11/2010

Material source River Natural Sand LAB Ref No 214






FRIABLE PARTICLES

AGGREGATE SIZE


0-5 1.18 - 4.75 850μm 1020 996 2.35






28



Rev.0








FRIABLE PARTICLES

AGGREGATE SIZE


0-1.5 1.18 - 4.75 850μm 1472 1465 0.45



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


COARSE AGG< 1%

19 25 4.75mm 3440 3439 0.03


T.S LIMIT 3% 1%


29



Rev.0








FRIABLE PARTICLES

AGGREGATE SIZE


0-5 1.18 - 4.75 850μm 1403 1378 1.75






30



Rev.0








FRIABLE PARTICLES

AGGREGATE SIZE


0-1.5 1.18 - 4.75 850μm 1458 1452 0.40



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


COARSE AGG< 1%

19 25 4.75mm 3468 3466 0.05


T.S LIMIT 3% 1%


31



Rev.0








FRIABLE PARTICLES

AGGREGATE SIZE


0-5 1.18 - 4.75 850μm 1409 1385 1.72






32



Rev.0








FRIABLE PARTICLES

AGGREGATE SIZE


0-1.5 1.18 - 4.75 850μm 1444 1442 0.14



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


COARSE AGG< 1%

19 25 4.75mm 3495 3493 0.06


T.S LIMIT 3% 1%


33



Rev.0








FRIABLE PARTICLES

AGGREGATE SIZE


0-5 1.18 - 4.75 850μm 1416 1392 1.69






34



Rev.0





AGGREGATE SIZE





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


No Production

COARSE AGG< 1%

19 25 4.75mm 3332 3331 0.03

25 - 37.5 4.75mm

T.S LIMIT 3% 1%


35



Rev.0





AGGREGATE SIZE



FRIABLE PARTICLES

M (g) R (g) P=[(M-R)/M]x100 (%)

2.52


(mm) Opening size

0-5 1.18 - 4.75 850μm 1389 1354




36



Rev.0





AGGREGATE SIZE





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


No Production

COARSE AGG< 1%

19 25 4.75mm 3289 3288 0.02

25 - 37.5 4.75mm

T.S LIMIT 3% 1%


37



Rev.0





AGGREGATE SIZE



FRIABLE PARTICLES

M (g) R (g) P=[(M-R)/M]x100 (%)

1.72


(mm) Opening size

0-5 1.18 - 4.75 850μm 1462 1436




38



Rev.0





AGGREGATE SIZE





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


No Production

COARSE AGG< 1%

19 25 4.75mm 3454 3453 0.02

25 - 37.5 4.75mm

T.S LIMIT 3% 1%


39



Rev.0





AGGREGATE SIZE



FRIABLE PARTICLES

M (g) R (g) P=[(M-R)/M]x100 (%)

1.91


(mm) Opening size

0-5 1.18 - 4.75 850μm 1317 1291




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


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 %






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



Apparent specific gravity A.s.g. 3.000


B.s.g. = 2.984 gr/cm3 Abs. = 0.26 %


AVERAGE

43

Rev. 0


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


B.s.g. ssdb 2.984 2.979


(B-A).100 %

A


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


B.s.g. = 3.055 gr/cm3 Abs. = 0.16 %LIMIT


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


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


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


Aggregate Impact Value (AIV)

Sizemm

14 - 10Passing sieve 2.36

Retained on sieve 2.36

AIV %

Average %BS LIMIT <30% by weight


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



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


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)




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


50

Rev.0


14643.0 13530.0 12529.0



(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


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









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


51

Rev .0


6936.0


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





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


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


52

Rev.0


14643.0 15271.0 12454.0



(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


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









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


53

Rev .0


11067.5


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 =


Natural. Sand 0-6mm





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


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


54

Rev.0


17174.5 16168.0 11607.0



(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


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









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


55

Rev .0


10725.5


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 =


Natural. Sand 0-6mm





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


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


56

Rev.0


17174.5 16168.0 11607.0



(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


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









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


57

Rev .0


10384.0


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 =


Natural. Sand 0-6mm





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


503825199.54.752.361.180.60.30.150.075

0

10

20

30

40

50

60

70

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100

0.01 0.1 1 10

% P

assing


58

Rev.0

Sample Ref. 220 AGGREGATE TYPE DATE SAMPLED

14478.0 15652.5 14111.0



(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


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









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


59

Rev .0


10915.0


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






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


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


60

Rev.0


14834.0 15604.5 13512.0



(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


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



5/11/2010


ASTM C136 IN-1012-2-2





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


61

Rev .0


11373.0


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 =




Natural. Sand 0-6mm

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


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


62

Rev.0


14122.0 14710.0 12540.5



(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


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





Initial Dry Weight (g) Initial Dry Weight (g) Initial Dry Weight (g)

3/11/2010BUJAGALI AMPHIBOLITE




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


63

Rev .0

Sample Ref . 218 DATE SAMPLED

11067.5


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 =




Natural. Sand 0-6mm


AGGREGATE TYPE: 3/11/2010


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


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


64



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



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 _


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


UGANDA

Rev. 1 IN-!012-2-13



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


DESTINATION:PH UNIT 5 LIFT 28 1st STAGE

Fresh Unit weight

(gm/cm3)

SLUMP (mm)


Date castedAir Cont.

(%)Air Temp.

(°C)

Conc. Temp. (°C)

Track no.Batch time

For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE Sika 110N

Lt./m3 Mix Type.

Test No.

68


UGANDA

Rev. 1 IN-!012-2-13



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


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;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE Sika 110N

Lt./m3 Mix Type.

Test No.



Fresh Unit weight

(gm/cm3)

SLUMP (mm)

Track no.Batch time


69


UGANDA

Rev. 1 IN-!012-2-13



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



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



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.


(Kg/m3)

Conc. Temp. (°C)ADMIXTURE Sika 110N/C40

Lt./m3Batch time Track no.



weight

(gm/cm3)

SLUMP (mm)

Track no.

SLUMP (mm)


For the contractor;


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


UGANDA

Rev. 1 IN-!012-2-13



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


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


1 26/11/2010 FC-JC 300 0.54 3.00 8:56 PM 99 75 80 21.9 22.5 22.7


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


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





(%)Air Temp.

(°C)

Conc. Temp. (°C)

Track no.Batch time

For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE Sika 110N/C40

Lt./m3 Mix Type.

Test No.

71


UGANDA

Rev. 1 IN-!012-2-13



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



1 25/11/2010 FC-M6 380 0.42 3.80+2.7 3:22 PM 100 90 _ 32.3 21.5 21.8



1 25/11/2010 FC-JC 300 0.54 3.00 8:56 PM 97 70 _ 22.6 21.8 22.1


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.


(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.


(Kg/m3)

Conc. Temp. (°C)ADMIXTURE Sika 110N/C40


AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 LIFT P15


weight

(gm/cm3)

SLUMP (mm)

Track no.

SLUMP (mm)


For the contractor;


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


UGANDA

Rev. 1 IN-!012-2-13



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


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


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


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



1 24/11/2010 FC-JC 300 0.54 2.10 3:30 PM 912 70 75 31.2 22.4 22.6



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)



(gm/cm3)

Air Cont. (%)

Conc. Temp. (°C)


Test No.


(Kg/m3)W:C Ratio

ADMIXTURE Sika 110N

Lt./m3Batch time

Air Cont. (%)

Air Temp. (°C)

W:C Ratio

ADMIXTURE BV 40


Test No.


(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


(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)



For the contractor;


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


weight

(gm/cm3)

SLUMP (mm)

Track no.Batch time

73


UGANDA

Rev. 1 IN-!012-2-13



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


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



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.


(Kg/m3)W:C Ratio

ADMIXTURE Sika 110N


Fresh Unit weight

(gm/cm3)

SLUMP (mm)

Track no.Batch time



For the contractor;


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


UGANDA

Rev. 1 IN-!012-2-13



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



1 23/11/2010 FC-JC 300 0.54 2.10 10:45 AM 913 80 _ 27.9 21.2 23.8


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


1 23/11/2010 FC-JC 300 0.54 2.10 9:23 PM 97 70 _ 22.9 21.7 _


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)


DESTINATION:PH UNIT 4 LIFT 29A & 30A CANTILEVER 2nd PHASE WALL AXIS 5


weight

(gm/cm3)

SLUMP (mm)


For the contractor;


Cement content

(Kg/m3)W:C Ratio


Lt./m3 Mix Type.


Track no.Batch timeTest No.

DESTINATION:PH UNIT 1 LIFT 92 TRANSFORMER GENERATOR WALL

Test No.


(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


(gm/cm3)

Air Cont. (%)

Batch time Track no.Air Temp.

(°C)

75


UGANDA

Rev. 1 IN-!012-2-13



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


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


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


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


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


1 29/11/2010 FC-JC 300 0.54 3.00 10:07 AM 100 70 75 24.5 22.8 22.9


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


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


Fresh Unit weight

(gm/cm3)

SLUMP (mm)

Track no.Batch time

AGGREGATE TYPE:NS+BCADESTINATION:G. SPILLWAY RADIAL 2nd PHASE STEEL BEAM STOP

LOG


For the contractor;


Cement content

(Kg/m3)W:C Ratio


Lt./m3 Mix Type.

Test No.

Air Cont. (%)

Air Temp. (°C)

Conc. Temp. (°C)


Date casted

76


UGANDA

Rev. 1 IN-!012-2-13



1 22/11/2010 FC-JC 300 0.54 2.10 1:27 AM 912 70 _ 19.8 19.4 _


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


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 _


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)


DESTINATION:PH CONTROL BUILDING COLUMN AXIS 28 TO EL: 1114.30

Fresh Unit weight

(gm/cm3)

SLUMP (mm)

For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE



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


UGANDA

Rev. 1 IN-!012-2-13



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


1 21/11/2010 FC-JC 300 0.54 2.10 3:13 PM 101 70 75 32.6 21.4 21.6



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.



weight

(gm/cm3)

SLUMP (mm)

Track no.Batch time

AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 2 AXIS 18 - 20 FINAL PART 1st PHASE


For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE

BV 40 Lt./m3

Cement content

(Kg/m3)W:C Ratio



Air Cont. (%)

Air Temp. (°C)

Conc. Temp. (°C)


(gm/cm3)

Air Cont. (%)

Air Temp. (°C)


DESTINATION:PH UNIT 4 LIFT 29A & 30A CANTILEVER CENTRE

WALL AXIS 7 2nd STAGE

Test No.

Date casted Mix Type.

78


UGANDA

Rev. 1 IN-!012-2-13



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


1 21/11/2010 FC-R 250 0.70 1.80 2:09 PM 101 75 80 31.8 22.0 22.3


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



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


(gm/cm3)

Air Cont. (%)

Air Temp. (°C)

Conc. Temp. (°C)


For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE



Test No.

DESTINATION:S.YARD FENCE POST FOUNDATION BLINDING

AGGREGATE TYPE:NS+BCA DESTINATION:S.YARD CONTROL BUILDING DESIEL TANK BLINDING


weight

(gm/cm3)

SLUMP (mm)

Track no.Batch time

79


UGANDA

Rev. 1 IN-!012-2-13



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


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 _



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


(gm/cm3)

Air Cont. (%)

Air Temp. (°C)

W:C Ratio


Lt./m3

Track no.Batch time

Test No.


(Kg/m3)


Batch time Track no.

For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE




(%)Air Temp.

(°C)

Conc. Temp. (°C)


DESTINATION:PH UNIT 3 LIFT 31A CANTILEVER & LIFT 32

Fresh Unit weight

(gm/cm3)

SLUMP (mm)

80


UGANDA

Rev. 1 IN-!012-2-13



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


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


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


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


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




(%)Air Temp.

(°C)

Conc. Temp. (°C)

Track no.Batch time

For the contractor;


Cement content

(Kg/m3)W:C Ratio


Lt./m3 Mix Type.

Test No.

81


UGANDA

Rev. 1 IN-!012-2-13



1 19/11/2010 FC-JC 300 0.54 2.10 11:48 PM 97 70 _ 21.8 20.8 _


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


1 20/11/2010 FC-JC 300 0.54 2.10 11:49 PM 98 70 _ 21.0 20.8 _


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


For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE


Air Cont. (%)

Air Temp. (°C)

Conc. Temp. (°C)

AGGREGATE TYPE:NS+BCA DESTINATION:PH CONTROL BUILDING COLUMN 27/C

Date casted

82


UGANDA

Rev. 1 IN-!012-2-13



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


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


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


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



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


(gm/cm3)

Air Cont. (%)

Air Temp. (°C)

AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY UNIT 4L & 9B

Test No.


(Kg/m3)W:C Ratio

ADMIXTURE Sika 110N




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


For the contractor;


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


Fresh Unit weight

(gm/cm3)

SLUMP (mm)

Track no.Batch time

83


UGANDA

Rev. 1 IN-!012-2-13



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



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


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


1 19/11/2010 FC-M6 380 0.42 3.80+2.7 5:33 PM 912 95 _ 29.1 21.2 _


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


For the contractor;


Cement content

(Kg/m3)W:C Ratio


Lt./m3 Mix Type.

Test No.

Air Cont. (%)

Air Temp. (°C)

Conc. Temp. (°C)



Date casted

DESTINATION:PH UNIT 4 CANTILEVER RIGHT SIDE LIFT 29A 1st PHASE

SLUMP (mm)Test No.


(Kg/m3)W:C Ratio

ADMIXTURE

BV 40 Lt./m3Air Temp.

(°C)

Fresh Unit weight

(gm/cm3)

Air Cont. (%)


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


84


UGANDA

Rev. 1 IN-!012-2-13



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


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


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


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


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


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)


DESTINATION:G. SPILLWAY RADIAL GATE 2 2nd PHASE CAST

Fresh Unit weight

(gm/cm3)

SLUMP (mm)

For the contractor;


Cement content

(Kg/m3)W:C Ratio


Lt./m3 Mix Type.

Test No.



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:G. SPILLWAY RADIAL GATE 1 2nd PHASE CAST

AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 3 STOP LOG BOTTOM BEAM 2nd PHASE CAST

85


UGANDA

Rev. 1 IN-!012-2-13



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


1 17/11/2010 FC-JC 300 0.54 2.10 11:44 PM 96 70 85 20.1 19.9 20.1


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


weight

(gm/cm3)

SLUMP (mm)

Track no.Batch time


For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE


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


86


UGANDA

Rev. 1 IN-!012-2-13



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


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


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


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)


DESTINATION:SIPHON SPILLWAY BARRELS 7 & 8 2nd LEVEL

Fresh Unit weight

(gm/cm3)

SLUMP (mm)

For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE




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


UGANDA

Rev. 1 IN-!012-2-13



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



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



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



(gm/cm3)

Air Cont. (%)


Test No.


(Kg/m3)W:C Ratio


Lt./m3Batch time

Air Temp. (°C)

Fresh Unit weight

(gm/cm3)

Air Cont. (%)

Air Temp. (°C)


Test No.


(Kg/m3)

Conc. Temp. (°C)ADMIXTURE

BV 40 Lt./m3 Batch time Track no.



weight

(gm/cm3)

SLUMP (mm)

Track no.

SLUMP (mm)


For the contractor;


Cement content

(Kg/m3)W:C Ratio


Lt./m3 Mix Type.

W:C Ratio

Test No.

Air Cont. (%)

Air Temp. (°C)

Conc. Temp. (°C)

Batch time

88


UGANDA

Rev. 1 IN-!012-2-13



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


DESTINATION:PH UNIT 5 LIFT 27

Fresh Unit weight

(gm/cm3)

SLUMP (mm)



(%)Air Temp.

(°C)

Conc. Temp. (°C)

Track no.Batch time

For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE


89


UGANDA

Rev. 1 IN-!012-2-13



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



1 15/11/2010 FC-JC 300 0.54 2.10 10:19 AM 912 65 70 24.6 21.6 24.9


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


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)




(gm/cm3)

Air Cont. (%)

Track no.Batch time

AGGREGATE TYPE:NS+BCA DESTINATION:CARPENTRY W/SHOP COVER FOR CC 2

Test No.


(Kg/m3)W:C Ratio

ADMIXTURE

BV 40 Lt./m3

For the contractor;


Cement content

(Kg/m3)W:C Ratio


Lt./m3 Mix Type.

Test No.



(%)Air Temp.

(°C)

Conc. Temp. (°C)


DESTINATION:PH UNIT 1 LIFT 32 STEEL BEAM GANTRY

Fresh Unit weight

(gm/cm3)

SLUMP (mm)

90


UGANDA

Rev. 1 IN-!012-2-13



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


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


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



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)




(gm/cm3)

Air Cont. (%)

Air Temp. (°C)

Conc. Temp. (°C)


For the contractor;


Cement content

(Kg/m3)W:C Ratio


Lt./m3 Mix Type.

Test No.


Test No.

DESTINATION:PH UNIT 4 LIFT P8B



weight

(gm/cm3)

SLUMP (mm)

Track no.Batch time

91


UGANDA

Rev. 1 IN-!012-2-13



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


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


weight

(gm/cm3)

SLUMP (mm)

Track no.Batch time

For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE



Air Cont. (%)

Air Temp. (°C)

Conc. Temp. (°C)


92


UGANDA

Rev. 1 IN-!012-2-13



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


1 13/11/2010 FC-R 250 0.70 1.80 7:44 AM 100 70 75 21.2 24.8 25.0


1 14/11/2010 FC-JC 300 0.54 2.10 8:30 AM 97 75 80 20.7 20.1 22.4


1 17/11/2010 FC-JC 300 0.54 2.10 3:55 PM 913 75 _ 24.8 21.4 _


1 22/11/2010 FC-JC 300 0.54 2.10 1:51 PM 96 70 75 29.0 22.4 22.6


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




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;


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


W:C Ratio

ADMIXTURE

BV 40 Lt./m3

DESTINATION:CLIENT W/SHOP & STOERS BLINDING FLOOR

Date casted

93


UGANDA

Rev. 1 IN-!012-2-13



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



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


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


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


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


For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE


Air Cont. (%)

Air Temp. (°C)

Conc. Temp. (°C)


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.


(Kg/m3)W:C Ratio


Lt./m3

Air Temp. (°C)

Fresh Unit weight

(gm/cm3)

Air Cont. (%)



Conc. Temp. (°C)



94


UGANDA

Rev. 1 IN-!012-2-13



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



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


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)


Date casted


For the contractor;


Cement content

(Kg/m3)W:C Ratio


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.


(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


UGANDA

Rev. 1 IN-!012-2-13



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


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


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


weight

(gm/cm3)

SLUMP (mm)

Track no.Batch time


For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE


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)


96


UGANDA

Rev. 1 IN-!012-2-13



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


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


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


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


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


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


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 4B & 4C2

Air Cont. (%)

Air Temp. (°C)

Conc. Temp. (°C)



For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE


DESTINATION:SIPHON SPILLWAY BARRELS 6 LIFT 8(II)


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 BARREL 2 LIFT 9B

AGGREGATE TYPE:NS+BCA DESTINATION:SIPHON SPILLWAY BARREL 1 LIFT 9B

97


UGANDA

Rev. 1 IN-!012-2-13



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



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


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


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


1 11/11/2010 FC-JC 300 0.54 2.10 9:47 AM 97 65 _ 24.8 22.5 23.8




weight

(gm/cm3)

SLUMP (mm)

Track no.Batch time


For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE


Air Cont. (%)

Air Temp. (°C)

Conc. Temp. (°C)

Test No.


(Kg/m3)Air Temp.

(°C)


Conc. Temp. (°C)

AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 3 LIFT 30A LEFT WALL CANTILEVER 3rd STAGE



(gm/cm3)

Air Cont. (%)

W:C Ratio



98


UGANDA

Rev. 1 IN-!012-2-13



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


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)


For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE





weight

(gm/cm3)

SLUMP (mm)

Track no.Batch time

99


UGANDA

Rev. 1 IN-!012-2-13



1 7/11/2010 FC-JC 300 0.54 2.10 10:31 AM 100 75 75 27.4 21.0 21.2



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



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


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


Cement content

(Kg/m3)



Test No.

Date casted


For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE


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.


(Kg/m3)

Fresh Unit weight

(gm/cm3) Mix Type.

W:C Ratio


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


UGANDA

Rev. 1 IN-!012-2-13



1 6/11/1900 FC-M6 380 0.42 3.80+2.7 7:29 AM 97 95 _ 20.0 20.5 _


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


1 7/11/1900 FC-M6 380 0.42 3.80+2.7 9:37 AM 99 95 _ 23.8 22.2 _


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


1 11/11/2010 FC-M6 380 0.42 3.80+2.7 10:08 AM 96 90 _ 26.0 21.2 _


1 11/11/2010 FC-M6 380 0.42 3.80+2.7 2:07 PM 96 105 _ 32.6 21.5 21.9


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


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


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


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


For the contractor;


Cement content

(Kg/m3)W:C Ratio


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 2nd PHASE CAST


101


UGANDA

Rev. 1 IN-!012-2-13



1 6/11/2010 FC-JC 300 0.54 2.10 2:35 PM 92 70 75 30.4 21.6 22.9


1 7/11/2010 FC-JC 300 0.54 2.10 9:50 AM 96 70 75 24.0 22.1 22.6


1 8/11/2010 FC-R 250 0.70 1.80 11:28 AM 99 65 75 25.6 23.8 24.0


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


1 9/11/2010 FC-JC 300 0.54 2.10 7:49 AM 99 70 75 21.0 21.2 22.4


1 9/11/2010 FC-JC 300 0.54 2.10 4:49 PM 99 80 85 31.7 22.6 22.8


1 10/11/2010 FC-JC 300 0.54 2.10 9:11 AM 97 70 70 23.8 20.9 24.3


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)



For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE


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


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


102


UGANDA

Rev. 1 IN-!012-2-13



1 6/11/1900 FC-M6 380 0.42 3.80+2.7 10:04 AM 99 105 _ 25.6 22.0 _



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


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


1 7/11/2010 FC-M6 380 0.42 3.80+2.7 7:41 AM 100 105 _ 22.8 22.6 _


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


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.


(Kg/m3)W:C Ratio

ADMIXTURE

BV 40 Lt./m3

SLUMP (mm)

Track no.Batch time



For the contractor;


Cement content

(Kg/m3)W:C Ratio


Lt./m3 Mix Type.

Test No.




Air Cont. (%)

Air Temp. (°C)

Conc. Temp. (°C)



(gm/cm3)

Fresh Unit weight

(gm/cm3)Date casted



Conc. Temp. (°C)



103


UGANDA

Rev. 1 IN-!012-2-13



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 _


DESTINATION:PH UNIT 3 LIFT P10

Fresh Unit weight

(gm/cm3)

SLUMP (mm)



(%)Air Temp.

(°C)

Conc. Temp. (°C)

Track no.Batch time

For the contractor;


Cement content

(Kg/m3)W:C Ratio


Lt./m3 Mix Type.

Test No.

104


UGANDA

Rev. 1 IN-!012-2-13



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



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


For the contractor;


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)



Date casted

Test No.


(Kg/m3)W:C Ratio




(gm/cm3)

Air Cont. (%)

Air Temp. (°C)

105


UGANDA

Rev. 1 IN-!012-2-13



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



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


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


1 5/11/2010 FC-M6 380 0.42 3.80+2.7 2:01 PM 912 95 _ 30.4 21.5 22.4



1 5/11/2010 FC-JC 300 0.54 2.10 9:02 PM 101 80 95 23.0 22.2 22.3


(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.


(Kg/m3)W:C Ratio

ADMIXTURE


Conc. Temp. (°C)



Fresh Unit weight

(gm/cm3)

Air Cont. (%)

Air Temp. (°C)


Test No.


(Kg/m3)W:C Ratio

ADMIXTURE


Air Cont. (%)

Air Temp. (°C)

Conc. Temp. (°C)

SLUMP (mm)


For the contractor;


Cement content

(Kg/m3)W:C Ratio


Lt./m3 Mix Type.

Test No.



weight

(gm/cm3)

SLUMP (mm)

Track no.Batch time

106


UGANDA

Rev. 1 IN-!012-2-13



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


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


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;


Cement content

(Kg/m3) Mix Type.

Test No.




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


UGANDA

Rev. 1 IN-!012-2-13



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


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 _


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


(%)Air Temp.

(°C)

Conc. Temp. (°C)


For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE


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


UGANDA

Rev. 1 IN-!012-2-13



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


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


weight

(gm/cm3)

SLUMP (mm)

Track no.Batch time

For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE



Air Cont. (%)

Air Temp. (°C)

Conc. Temp. (°C)


109


UGANDA

Rev. 1 IN-!012-2-13



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


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;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE




Fresh Unit weight

(gm/cm3)

SLUMP (mm)

Track no.Batch time


110


UGANDA

Rev. 1 IN-!012-2-13



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 _


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


1 4/11/2010 FC-IB 330 0.54 3.30 11:02 PM 101 75 _ 19.6 20.4 20.4


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


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



Cement content

(Kg/m3)W:C Ratio

ADMIXTURE


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;


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)


111


UGANDA

Rev. 1 IN-!012-2-13



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 _


1 10/11/2010 FC-JC 300 0.54 2.10 2:42 PM 97 80 85 33.4 22.7 22.8


1 11/11/2010 FC-JC 300 0.54 2.10 3:14 PM 100 75 75 30.2 22.4 22.6


1 11/11/2010 FC-JC 300 0.54 2.10 3:16 PM 100 70 80 30.4 22.3 22.9


1 14/11/2010 FC-JC 300 0.54 2.10 10:17 AM 97 70 75 22.4 21.0 25.7


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


1 18/11/2010 FC-R 250 0.70 1.80 10:39 AM 97 70 75 26.0 23.2 24.2


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


W:C Ratio

ADMIXTURE

BV 40 Lt./m3

Fresh Unit weight

(gm/cm3)

SLUMP (mm)

Track no.

For the contractor;


Cement content

(Kg/m3) Mix Type.

Test No.




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


UGANDA

Rev. 1 IN-!012-2-13



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


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


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



1 3/11/2010 FC-JC 300 0.54 2.10 5:34 PM 99 70 75 27.8 22.0 22.6


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


weight

(gm/cm3)

SLUMP (mm)

Track no.Batch time


For the contractor;


Cement content

(Kg/m3)W:C Ratio


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 DESTINATION:PH CONTROL BUILDING COLUMN AXIS 28

Track no.Test No.


(Kg/m3)

Conc. Temp. (°C)

AGGREGATE TYPE:NS+BCA DESTINATION:PH UNIT 3 LIFT 20A LIFT WALL CANTILEVER 3rd STAGE


(gm/cm3)

Air Cont. (%)

Air Temp. (°C)

W:C Ratio

ADMIXTURE

BV 40 Lt./m3 Batch time

113


UGANDA

Rev. 1 IN-!012-2-13



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


1 2/11/2010 FC-JC 300 0.54 2.10 10:04 AM 913 65 _ 25.0 22.1 _


1 2/11/2010 FC-R 250 0.70 1.80 10:19 AM 101 65 _ 25.3 26.4 _


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


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


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


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)



For the contractor;


Cement content

(Kg/m3)W:C Ratio

ADMIXTURE


DESTINATION:CLIENT W/SHOP & STORES 1 - 1 - A, B - 2 - 1


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



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.



Destination

BATCHING PLANT A

Concrete aggregates FC-IB NS 1.5 - 5

Tare N° CNN BAG








H. Humidity % C/F

BATCHING PLANT B

Concrete aggregates FC-IB NS 1.5 - 5

Tare N°




D. Weight of tare g




H. Humidity % C/F



ASTM : C 566


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


Na

tura

l Sa

nd

BY HOT PLATE

BY HOT PLATE

PH UNIT 5 LIFT 27

117

Site Sample Ref No.



Destination

BATCHING PLANT A

Concrete aggregates FC-M6 NS 1.5 - 5

Tare N° PEM HE








H. Humidity % C/F

BATCHING PLANT B

Concrete aggregates NS 1.5 - 5

Tare N°




D. Weight of tare g




H. Humidity % C/F


BATCHING 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


ASTM : C 566


MOISTURE CONTENT

LABORATORY

SITE MATERIALS UGANDA

118

Site Sample Ref No.



Destination

BATCHING PLANT A

Concrete aggregates FC-IB-2 NS 1.5 - 5

Tare N°




D. Weight of tare g




H. Humidity % C/F

BATCHING PLANT B

Concrete aggregates NS 1.5 - 5

Tare N° WV KY








H. Humidity % C/F



ASTM : C 566


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


Na

tura

l Sa

nd

BY HOT PLATE

BY HOT PLATE

SIPHON SPILLWAY BARRELS 15 & 16 LIFT 3C & 4C1

119



SA-D-GE-TR-1173

5.1 SUMMARY OF RESULTS ...................................................................... 5.1.3 Test on Normal Compressive strength of Cylinder Samples

120

Personal

Typewritten Text

Personal

Typewritten Text

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 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





Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of


Rc, maturation at NORMAL WATER CURING (MPa)

Power House UNITS

Concrete class

122

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



Power House UNITS

Concrete class


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



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











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)




















123

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



Power House UNITS

Concrete class


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




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









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



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








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







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


124

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



Power House UNITS

Concrete class



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








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





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



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







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










125

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



Power House UNITS

Concrete class
























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










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



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


126

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



Power House UNITS

Concrete class







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



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





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







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









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




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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



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







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




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


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


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





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





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



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


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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



Power House UNITS

Concrete class


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





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


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



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



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


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


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


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



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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



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





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


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




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


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






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




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




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


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


130

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



Power House UNITS

Concrete class



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



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 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






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 D 1221 FC IB-2 C 30 42.5N 300 17.2 27.6 38.0 45.9 PH RETAINING WALL







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




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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



Power House UNITS

Concrete class




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


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 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


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



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



20-12-09 N 1305 FC IB-7 C 35 42.5N 300 17.7 28.9 37.5 41.9 PH RETAINING WALL




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


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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



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


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




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



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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



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 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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



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


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 &



135

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



Power House UNITS

Concrete class



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



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


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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



Power House UNITS

Concrete class


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



& 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 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



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


12


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 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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



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



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 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



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 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


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 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


138

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



Power House UNITS

Concrete class


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


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


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



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 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


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


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



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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



Power House UNITS

Concrete class


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 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


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


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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



Power House UNITS

Concrete class



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 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


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


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


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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



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 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 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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



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


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


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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Summary of



Power House UNITS

Concrete class


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


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


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


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


PROJECT, UGANDA

REV. 0Apr-09

Summary of


Cement (Kg/m3)


ERECTION BAY

LABORATORY

Concrete class

Cement type

SH

IFT

Sample Ref.

Mix Type

145

DateNote


SITE MATERIALS


PROJECT, UGANDA

REV. 0Apr-09

Summary of


Cement (Kg/m3)


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


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


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


SITE MATERIALS


PROJECT, UGANDA

REV. 0Apr-09

Summary of


Cement (Kg/m3)


ERECTION BAY

LABORATORY

Concrete class

Cement type

SH

IFT

Sample Ref.

Mix Type


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



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


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


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



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


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


SITE MATERIALS


PROJECT, UGANDA

REV. 0Apr-09

Summary of


Cement (Kg/m3)


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


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




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


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


13-02-09 444 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



07-03-09 478 FC IB-2 C 25 42.5N 270 14.6 22.5 32.3 35.1 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





Cement (Kg/m3)


GRAVITY DAM

LABORATORY

Concrete class

Cement type

SH

IFT

Sample Ref.

Mix Type

SITE MATERIALS


PROJECT, UGANDA

REV. 0Apr-09

Summary of


149

DateNote


Cement (Kg/m3)


GRAVITY DAM

LABORATORY

Concrete class

Cement type

SH

IFT

Sample Ref.

Mix Type

SITE MATERIALS


PROJECT, UGANDA

REV. 0Apr-09

Summary of


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










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








25-05-09 616 FC IB-2 C 30 42.5N 270 13.9 24.2 34.2 38.8 BLOCK B LIFT 5


02-06-09 630 FC IB-2 C 30 42.5N 270 13.4 24.2 33.8 39.2 BLOCK C LIFT 7



18-06-09 664 FC IB C 35 42.5N 300 15.0 27.1 36.3 41.8 BLOCK B LIFT 6



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


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


Cement (Kg/m3)


GRAVITY DAM

LABORATORY

Concrete class

Cement type

SH

IFT

Sample Ref.

Mix Type

SITE MATERIALS


PROJECT, UGANDA

REV. 0Apr-09

Summary of


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


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


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


24-08-09 D 873 FC IB C 35 42.5N 300 17.8 31.7 41.6 45.5 BLOCK E LIFT 5



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


05-02-09 N 428 FC S C 15 42.5N 250 11.2 26.6 35.5 38.9 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








03-04-09 D 521 FC IB-7 C 25 42.5N 270 16.8 27.7 36.3 38.8 GATED SPILLWAY





15-04-09 N 541A FC S C 15 42.5N 250 13.6 21.8 27.5 32.1 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












09-06-09 N 643 FC EB C 16 42.5N 190 10.4 17.5 24.9 28.1 GATED SPILLWAY


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



GATED SPILLWAY

Concrete class

152

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



GATED SPILLWAY

Concrete class


























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


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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



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


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


F2


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


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


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


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


C4


J2

28-08-09 N 892 FC IB C 35 42.5N 300 14.9 31.4 41.3 45.3GATED SPILLWAY SWB -

D3


B4


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


E5

154

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



GATED SPILLWAY

Concrete class


D5


B1


A5


E6


F1

15-09-09 D 946 FC IB C 35 42.5N 330 23.7 36.0 44.8 47.1GATED SPILLWAY SWF -

F3


D6


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


F2


F2


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


C5


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


B5


C6

155

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



GATED SPILLWAY

Concrete class


J1


B3


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


F4


J2


C1


D4


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


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


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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



GATED SPILLWAY

Concrete class


D5


C4, A4


D6


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


A9, C9, B9


B5, D3 TO EL:1080.00


C10, A10, B10


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


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


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


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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



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


A8, C8


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


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


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


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


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)


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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



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


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


BASE


SBH


C9 - A9


SBH

30-01-10 N 1474 FC IB C 35 42.5N 330 20.8 31.2 40.1 44.1GATED SPILLWAY SWD -

B1


02-02-10 N 1485 FC IB C 35 42.5N 330 17.2 29.6 40.4 45.2 GATED SPILLWAY SWH - 2


SLAB DOWNSTREAM


D10


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



SB1


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


B8


J5


SBJ


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


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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



GATED SPILLWAY

Concrete class


H1


D7-E7


B9-1


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


C11


E&D LIFT 8


K2


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


D9 - E9


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


F1


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


B10


D10


K3


F1


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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



GATED SPILLWAY

Concrete class


B4


D11 - E11


D1


H2


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


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


A2 - C2


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


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


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


FE2 & F2 WALL

161

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



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


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


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


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


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


FF4 - FE4


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


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


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


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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



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


- WALL


A6 - C6 WALL


FG1


- 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


B4 - WALL


D2 - WALL


- WALL


FG2 - FH1


A8 - C8 WALL


G1 - WALL


G2 - WALL


- 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


A7 - C7 WALL


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


D3 WALL


SB - S11 SLAB


A9 - C9 WALL


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


B5 WALL


B4 2nd POURING WALL


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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



GATED SPILLWAY

Concrete class


A8 - C8 WALL


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


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


G3 - K3


A10 - C10 WALL


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


A4


B6 WALL


A9 - C9 WALL


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


B5


H3 - L3 - I 3


D2


D5 WALL


G5 - K5


H4 - L4 - I 4


B6 - F6


G3


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


B7 - F7


H5 - L5 - I 5


A11 - C11 WALL

164

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



GATED SPILLWAY

Concrete class


G4 WALL SLAB


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


B7 - F7 WALL


G5 WALL


G1 - K1


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


B5 - F8


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


D3 WALL


B11


B9


H1 - I 1 - J1


B9 WALL


H2 - L2 - I 2


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


B10


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


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


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


B11

165

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



GATED SPILLWAY

Concrete class


K3 - H3


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


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


D10


L4 - I 4


7


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


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


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


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


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


10

166

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



GATED SPILLWAY

Concrete class


8


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


D9


10


G4


G5


9


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


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


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




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







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


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


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


PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



SIPHON SPILLWAY

Concrete class

Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.

168

DateNote



PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



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


LIFT 4


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


LIFT 5


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


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



PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



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


LIFT 5


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


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


LIFT 6.6


LIFT 6/6.1


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


LIFT 4


LIFT 5


LIFT 5


LIFT 6

170

DateNote



PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



SIPHON SPILLWAY

Concrete class

Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


LIFT 6/6.1


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


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


PRECAST BEAM

11-12-09 N 1274 FC IB C 35 42.5N 330 17.3 27.9 39.0 43.5SIPHON SPILLWAY

PRECAST


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


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


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



PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



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


13,14 LIFT 7


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


& 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


12 LIFT 4A & 5A WALL


10, 10 - 11 LIFT 4B


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


12, 12 - 13 LIFT 4B


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



PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



SIPHON SPILLWAY

Concrete class

Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


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


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


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


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


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


12, 13 - 14 LIFT 6A


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


LIFT 6A

173

DateNote



PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



SIPHON SPILLWAY

Concrete class

Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


LIFT 6A


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


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


LIFT 7A


LIFT 6A


LIFT 6A


LIFT 6B


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


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


LIFT 6B


LIFT 7A

174

DateNote



PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



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


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


- 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


LIFT 7B - 10B


LIFT 2A


11 - 12 LIFT 3C


LIFT 6B


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


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


14 - 15, 3C SLAB


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



PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



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


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


- 31 LIFT 5B - 6B


LIFT 7B - 10B


LIFT 17A


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


LIFT 4D


LIFT 14B


LIFT 10C - 7B - 10B


LIFT 14D


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


LIFT 10 - 1


BARREL 1 SS 1 LIFT 14E,


BARREL SS 1-2 LIFT 6D


LIFT 5A & 6A


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 &


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 &


BARRELS 7 - 8 LIFT 4A &


LIFT 10


LIFT 6A


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



PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



SIPHON SPILLWAY

Concrete class

Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


LIFT 8A & 10


LIFT 8D


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


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


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


BARRELS 4 & 5 LIFT 8 - 1 - 1



BARRELS 4 & 5 LIFT 8(III)


BARRELS 6 LIFT 8(II)


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


BARRELS 14 LIFT 8(I)




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


BARRELS 3 LIFT 8(V)



177

DateNote



PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



SIPHON SPILLWAY

Concrete class

Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


RETAINING WALL 4DA, 4DB, 4DC, 4DD, 4DE


BARRELS 7 & 8 2nd LEVEL



PRECAST SLAB


BARRELS 16 LIFT 5B, 5D - A TO 5D - E


BARRELS 7 - 8 LIFT 8(III)


BARRELS 1/2 LIFT 8 6th

PHASE


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


BARRELS 1 & 2 LIFT 8(VIII)


BARRELS 15 & 16 LIFT 5B - 5C


BARRELS 1 & 2 LIFT 8(VIII)

178

DateNote


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


PROJECT, UGANDA

REV. 0

Mix Type

Apr-09

Summary of



SWITCH YARD

Concrete class

Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT Sample

Ref.

179

DateNote



PROJECT, UGANDA

REV. 0

Mix Type

Apr-09

Summary of



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)


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)


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



PROJECT, UGANDA

REV. 0

Mix Type

Apr-09

Summary of



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



PROJECT, UGANDA

REV. 0

Mix Type

Apr-09

Summary of



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


15-09-09 D 948 FC IB-7 C 35 42.5N 300 15.0 27.4 40.4 45.0 PRECAST BEAM



























Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT Sample

Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Sep-09

Summary of



PRECAST BEAM

Concrete class

183

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT Sample

Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Sep-09

Summary of



PRECAST BEAM

Concrete class

























21-11-09 D 1206B FC IB-7 C 35 42.5N 300 16.2 28.8 37.6 41.0 PRECAST BEAM



184

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT Sample

Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Sep-09

Summary of



PRECAST BEAM

Concrete class




























185

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT Sample

Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Sep-09

Summary of



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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT Sample

Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Sep-09

Summary of



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


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


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


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST CABLE DUCT


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM

187

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT Sample

Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Sep-09

Summary of



PRECAST BEAM

Concrete class


PRECAST CABLE DUCT


PRECAST BEAM


PRECAST BEAM


PRECAST CABLE DUCT


PRECAST BEAM


PRECAST BEAM


PRECAST CABLE DUCT


PRECAST BEAM


PRECAST CABLE DUCT


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST BEAM


PRECAST CABLE DUCT


PRECAST CABLE DUCT


PRECAST BEAM


PRECAST CABLE DUCT


PRECAST BEAM


PRECAST CABLE DUCT


PRECAST BEAM


PRECAST CABLE DUCT


PRECAST CABLE DUCT


PRECAST CABLE DUCT


PRECAST CABLE DUCT


PRECAST CABLE DUCT


PRECAST CABLE DUCT


PRECAST CABLE DUCT


PRECAST CABLE DUCT


PRECAST CABLE DUCT


PRECAST CABLE DUCT


PRECAST CABLE DUCT

188

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT Sample

Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Sep-09

Summary of



PRECAST BEAM

Concrete class


PRECAST CABLE DUCT


PRECAST CABLE DUCT


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


SPILLWAY BEAM D/S - 4




SPILLWAY BEAM D1 - S5















189

DateNote


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


TAILRACE CHANNEL


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


31-12-09 D 1328 FC IB-2 C 30 42.5N 300 14.7 26.1 33.5 36.5 APPRON SLAB





12-01-10 D 1378 FC IB C 35 42.5N 330 23.3 31.3 43.0 51.4 APPRON SLAB












29-01-10 N 1471 FC IB C 35 42.5N 330 16.3 27.1 37.6 43.7 APPRON SLAB









Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT Sample

Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Nov-09

Summary of



APPRON

Concrete class

190

DateNote


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT Sample

Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Nov-09

Summary of



APPRON

Concrete class














10-03-10 N 1672 FC S C 20 42.5N 250 11.3 19.6 25.1 29.8 APPRON BLINDING




13-03-10 N 1689 FC S C 20 42.5N 250 12.1 23.4 27.4 33.9 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









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


Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT Sample

Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Nov-09

Summary of



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


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


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


PROJECT, UGANDA

REV. 0

Mix Type

Nov-09

Summary of



TEMPORARY BRIDGE

Concrete class

Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.

193

DateNote



PRECAST


PRECAST


PRECAST BEAM


PRECAST BEAM


PRECAST


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


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


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


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


TYPE A 2


TYPE B


TYPE B

Cement type

Cement (Kg/m3)

LABORATORY

SITE MATERIALS

SH

IFT

Sample Ref.


PROJECT, UGANDA

REV. 0

Mix Type

Feb-09

Summary of



SPILLWAY PRECAST

Concrete class

194



SA-D-GE-TR-1173

5.2 SUMMARY OF CONCRETE STATISTICAL ANALYSIS .........

195


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



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


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


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


side 1st phase


Centre wall Axis 7 2nd Stage


2nd Phase wall Axis 5


Phase Right wall


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


Average

Minimum

Maximum

Standard Deviation

Sample Ref.

Mix TypeConcrete

classCement

typeCement (Kg/m3)


LABORATORY Nov-10 REV. 0

Summary of BUJAGALI HYDROELECTRIC POWER

SITE MATERIALS Cylinder Compressive Strengh Results PROJECT, UGANDA

198

DateNote


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



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



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



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


Average

Minimum

Maximum

Standard Deviation

Sample Ref.

Mix TypeConcrete

classCement

typeCement (Kg/m3)





199

DateNote


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


LIFT 8 - 1 - 1


8


LIFT 8(III)


8(II)


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)


8(III)


8(II)

11-11-10 2459 FC IB C 35 42.5N 330 18.3 29.1 38.6SIPHON SPILLWAY BARREL 1 LIFT

9B


8(V)


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


2nd LEVEL


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


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


LIFT 8(VIII)


LIFT 5B - 5C

Sample Ref.

Mix TypeConcrete

classCement

typeCement (Kg/m3)





200

DateNote


Sample Ref.

Mix TypeConcrete

classCement

typeCement (Kg/m3)






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


Average

Minimum

Maximum

Standard Deviation

201



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



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


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


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. (%)


content

(Kg/m3)

W:C Ratio

ADDITIVEAVERAGE

COMPRESSIVE STRENGTH (MPa)

Conc. Temp. (°C)

Air Temp. (°C)

AVERAGE COMPRESSIVE

STRENGTH (MPa)


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)


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



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


Concrete Class C 15

DateCasted

25-38 mm 19-25 mm 5-19mm1.5-5mm C.sand

0-6mm N.Sand



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


LABORATORY Nov-10 Rev. 0

TRIAL MIXES IN LAB FOR CONCRETE BUJAGALI HYDROELECTRIC POWER PROJECT,

SITE MATERIALS SUMMARY OF RESULTS UGANDA



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)


SLUMP (mm) Fresh Unit

weight

(Kg/m3)

Air Cont. (%)

Conc. Temp. (°C)

Air Temp. (°C)

204

Site Material Laboratory Report No. 19 - Dec. 2010

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Transcript of Site Material Laboratory Report No. 19 - Dec. 2010