SUB-BASE.xlsx
4
CLIENT CONSULTANT CO 49/2012-Construction and Execution of Ras Al Khaimah Ring Road Particle Size Disribution BS 1377: Part 2 1990 Test 9.2 Material Description:- GRANULAR SUB-BASE Sampling D Source:- Testing Dat Location:- Sample N 10141.0 Retained Wt. Retained Wt. Retained Passing Individual( grms ) Cumulative( grms ) % % 2½ 63.0 0.00 0.00 0.00 100.0 1½ 37.5 1195.90 1195.90 11.79 88.2 3/8 10.0 3709.60 4905.50 48.37 51.6 No.4 5.0 1401.70 6307.20 62.20 37.8 No.30 600um 2951.50 9258.70 91.30 8.7 No.200 75um 627.90 9886.60 97.49 2.5 CONTRACTOR Laboratory Technician Remarks and Comments Materials Engineer Remarks and Comments Initial Dry Wt. (g) SIEVE (inch") SIEVE (mm)
-
Upload
mansoor-ali -
Category
Documents
-
view
212 -
download
0
Transcript of SUB-BASE.xlsx
CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
Particle Size Disribution
BS 1377: Part 2 1990 Test 9.2
Material Description:- GRANULAR SUB-BASE Sampling Date:- 31/08/2013
Source:- Testing Date:- 31/08/2013
Location:- Sample No:- 01
10141.0Retained Wt. Retained Wt. Retained Passing
Individual( grms ) Cumulative( grms ) % % From - To
2½ 63.0 0.00 0.00 0.00 100.0 100
1½ 37.5 1195.90 1195.90 11.79 88.2 85-100
3/8 10.0 3709.60 4905.50 48.37 51.6 40-85
No.4 5.0 1401.70 6307.20 62.20 37.8 25-45
No.30 600um 2951.50 9258.70 91.30 8.7 8-25
No.200 75um 627.90 9886.60 97.49 2.5 0-10
CONTRACTOR CONSULTANT
Laboratory Technician Remarks and Comments Material Inspector
Materials Engineer Remarks and Comments Materials Engineer
Initial Dry Wt. (g) Specification
Limits
SIEVE(inch")
SIEVE(mm)
CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
Materials Source:- Supplier :-
Material Description:- GRANULAR SUB-BASE Sampling Date:- 31/08/2013
Location:- Date Tested:- 31/08/2013
Test No. 1 2 3
Clay Floc Height mm 169.0 168.0 170.0
Sand Height mm 109.0 110.0 113.0
Calculated Sand Equivalent 64.5 65.5 66.5
Adjusted Sand Equivalent 65 66 67
Average Sand Equivalent 66.0
Adjusted Sand Equivalent 66.0
Specification :- 35min
CONTRACTOR CONSULTANTLaboratory Technician Remarks and Comments Material Inspector
Materials Engineer Remarks and Comments Materials Engineer
SAND EQUIVALENT TEST ASTM D 2419
