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CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
Particle Size Disribution
BS 1377: Part 2 1990
Material Description:- 63mm Aggregate for Wetmix Sampling Date:- 31/08/2013
Material Source:- Testing Date:- 31/08/2013
Location / Supplier :- Sample No:- 01
Initial Dry Wt.(g) 10466.0
Retained Wt. Retained Wt. Retained Passing
Individual( grms ) Cumulative( grms ) % % From - To
2" 50.0 0.00 0.00 0.0 100.0
1½ 37.5 6577.00 6577.00 62.8 37.2
3/4 20.0 3485.00 10062.00 96.1 3.9
3/8 10.0 398.00 10460.00 99.9 0.1
No.4 5.0
No.8 2.36
No.30 600um
No.400 63um
CONTRACTOR CONSULTANTLaboratory Technician Remarks and Comments Material Inspector
Materials Engineer Remarks and Comments Materials Engineer
Specification Limits
SIEVE(inch")
SIEVE(mm)
CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
Location/ Supplier :- Sampling Date:- 31/8/2013
Material Description:- 63mm Aggregate for Wetmix Testing Date:- 1/9/2013
Material Source:- Sample No:- 1
COARSE AGGREGATES (ASTM C-127)
No. of Sample 1 2 3
Avg.1 Weight in Air of Oven Dried Sample, gm. (A) 4533.6 4475.6
2 Weight in Air of SSD Sample, gm. (B) 4541.7 4483.2
3 Weight of Sample in Water, gm. . (C) 3126.5 3086.8
4 Bulk Specific Gravity Oven Dry A/B-C 3.204 3.205 3.204
5 Bulk Specific Gravity, SSD B/B-C 3.209 3.211 3.210
6 Apparent Specific Gravity A/A-C 3.222 3.223 3.222
7 Absorption, % 0.18 0.17 0.17
FINE AGGREGATES (ASTM C-128)
No. of Sample
1 Weight in Air of Oven Dried Sample, gm. (A)
2 Weight in Air of SSD Sample, gm. (B)
3 Weight of Pycnometer Bottle + Water + Sample gm (C)
4 Weight of Pycnometer Bottle filled with Water, gm. (D)
5 Weight of Sample in Water, gm. (E)
5 Bulk Specific Gravity Oven Dry A/B-E
6 Bulk Specific Gravity, SSD B/B-E
7 Apparent Specific Gravity A/A-E
8 Absorption, %
CONTRACTOR CONSULTATNTLaboratory Technician Remarks and Comments Materials Inspector
Materials Engineer Remarks and Comments Materials Engineer
SPECIFIC GRAVITY AND ABSORPTION TESTASTM C-127, 128
(B-A)×100/A
(B-A)×100/A
CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
Particle Size Disribution
BS 1377: Part 2 1990
Material Description:- 37.5mm Aggregate for Wetmix Sampling Date:- 31/08/2013
Material Source:- Testing Date:- 31/08/2013
Location / Supplier :- Sample No:- 01
Initial Dry Wt.(g) 7979.0
Retained Wt. Retained Wt. Retained Passing
Individual( grms ) Cumulative( grms ) % % From - To
2" 50.0 0.00 0.00 0.0 100.0
1½ 37.5 0.00 0.00 0.0 100.0
3/4 20.0 7956.20 7956.20 99.7 0.3
3/8 10.0 16.20 7972.40 99.9 0.1
No.4 5.0
No.8 2.36
No.30 600um
No.400 63um
CONTRACTOR CONSULTANTLaboratory Technician Remarks and Comments Material Inspector
Materials Engineer Remarks and Comments Materials Engineer
Specification Limits
SIEVE(inch")
SIEVE(mm)
CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
Location/ Supplier :- Sampling Date:- 31/8/2013
Material Description:- 37.5mm Aggregate for Wetmix Testing Date:- 1/9/2013
Material Source:- Sample No:- 1
COARSE AGGREGATES (ASTM C-127)
No. of Sample 1 2 3
Avg.1 Weight in Air of Oven Dried Sample, gm. (A) 3409.1 2984.0
2 Weight in Air of SSD Sample, gm. (B) 3428.4 3001.6
3 Weight of Sample in Water, gm. . (C) 2329.5 2038.9
4 Bulk Specific Gravity Oven Dry A/B-C 3.102 3.100 3.101
5 Bulk Specific Gravity, SSD B/B-C 3.120 3.118 3.119
6 Apparent Specific Gravity A/A-C 3.158 3.157 3.158
7 Absorption, % 0.57 0.59 0.58
FINE AGGREGATES (ASTM C-128)
No. of Sample
1 Weight in Air of Oven Dried Sample, gm. (A)
2 Weight in Air of SSD Sample, gm. (B)
3 Weight of Pycnometer Bottle + Water + Sample gm (C)
4 Weight of Pycnometer Bottle filled with Water, gm. (D)
5 Weight of Sample in Water, gm. (E)
5 Bulk Specific Gravity Oven Dry A/B-E
6 Bulk Specific Gravity, SSD B/B-E
7 Apparent Specific Gravity A/A-E
8 Absorption, %
CONTRACTOR CONSULTATNTLaboratory Technician Remarks and Comments Materials Inspector
Materials Engineer Remarks and Comments Materials Engineer
SPECIFIC GRAVITY AND ABSORPTION TESTASTM C-127, 128
(B-A)×100/A
(B-A)×100/A
CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
Particle Size Disribution
BS 1377: Part 2 1990
Material Description:- 20mm Aggregate for Wetmix Sampling Date:- 31/08/2013
Material Source:- Testing Date:- 31/08/2013
Location / Supplier :- Sample No:- 01
Initial Dry Wt.(g) 5538.0
Retained Wt. Retained Wt. Retained Passing
Individual( grms ) Cumulative( grms ) % % From - To
2" 50.0
1½ 37.5 0.00 0.00 0.0 100.0
3/4 20.0 167.00 167.00 3.0 97.0
3/8 10.0 534.00 701.00 12.7 87.3
No.4 5.0 30.00 731.00 13.2 86.8
No.8 2.36
No.30 600um
No.400 63um
CONTRACTOR CONSULTANTLaboratory Technician Remarks and Comments Material Inspector
Materials Engineer Remarks and Comments Materials Engineer
Specification Limits
SIEVE(inch")
SIEVE(mm)
CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
Location/ Supplier :- Sampling Date:- 31/8/2013
Material Description:- 20mm Aggregate for Wetmix Testing Date:- 1/9/2013
Material Source:- Sample No:- 1
COARSE AGGREGATES (ASTM C-127)
No. of Sample 1 2 3
Avg.1 Weight in Air of Oven Dried Sample, gm. (A) 2613.2 2891.9
2 Weight in Air of SSD Sample, gm. (B) 2628.9 2909.9
3 Weight of Sample in Water, gm. . (C) 1782.8 1974.0
4 Bulk Specific Gravity Oven Dry A/B-C 3.089 3.090 3.089
5 Bulk Specific Gravity, SSD B/B-C 3.107 3.109 3.108
6 Apparent Specific Gravity A/A-C 3.147 3.151 3.149
7 Absorption, % 0.60 0.62 0.61
FINE AGGREGATES (ASTM C-128)
No. of Sample
1 Weight in Air of Oven Dried Sample, gm. (A)
2 Weight in Air of SSD Sample, gm. (B)
3 Weight of Pycnometer Bottle + Water + Sample gm (C)
4 Weight of Pycnometer Bottle filled with Water, gm. (D)
5 Weight of Sample in Water, gm. (E)
5 Bulk Specific Gravity Oven Dry A/B-E
6 Bulk Specific Gravity, SSD B/B-E
7 Apparent Specific Gravity A/A-E
8 Absorption, %
CONTRACTOR CONSULTATNTLaboratory Technician Remarks and Comments Materials Inspector
Materials Engineer Remarks and Comments Materials Engineer
SPECIFIC GRAVITY AND ABSORPTION TESTASTM C-127, 128
(B-A)×100/A
(B-A)×100/A
CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
Particle Size Disribution
BS 1377: Part 2 1990
Material Description:- 10mm Aggregate for Wetmix Sampling Date:- 31/08/2013
Material Source:- Testing Date:- 31/08/2013
Location / Supplier :- Sample No:- 01
Initial Dry Wt.(g) 7512.5
Retained Wt. Retained Wt. Retained Passing
Individual( grms ) Cumulative( grms ) % % From - To
2" 50.0 0.00
1½ 37.5 144.40 144.40 1.9 98.1
3/4 20.0 1656.40 1800.80 24.0 76.0
3/8 10.0 1763.20 3564.00 47.4 52.6
No.4 5.0 1256.20 4820.20 64.2 35.8
No.8 2.36 938.90 5759.10 76.7 23.3
No.30 600um 491.30 6250.40 83.2 16.8
No.400 63um 788.80 7039.20 93.7 6.3
CONTRACTOR CONSULTANTLaboratory Technician Remarks and Comments Material Inspector
Materials Engineer Remarks and Comments Materials Engineer
Specification Limits
SIEVE(inch")
SIEVE(mm)
CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
Location/ Supplier :- Sampling Date:- 31/8/2013
Material Description:- 10mm Aggregate for Wetmix Testing Date:- 1/9/2013
Material Source:- Sample No:- 1
COARSE AGGREGATES (ASTM C-127)
No. of Sample 1 2 3
Avg.1 Weight in Air of Oven Dried Sample, gm. (A) 1362.9 1443.2
2 Weight in Air of SSD Sample, gm. (B) 1375.3 1456.1
3 Weight of Sample in Water, gm. . (C) 921.9 975.9
4 Bulk Specific Gravity Oven Dry A/B-C 3.006 3.005 3.006
5 Bulk Specific Gravity, SSD B/B-C 3.033 3.032 3.033
6 Apparent Specific Gravity A/A-C 3.090 3.088 3.089
7 Absorption, % 0.91 0.89 0.90
FINE AGGREGATES (ASTM C-128)
No. of Sample
1 Weight in Air of Oven Dried Sample, gm. (A)
2 Weight in Air of SSD Sample, gm. (B)
3 Weight of Pycnometer Bottle + Water + Sample gm (C)
4 Weight of Pycnometer Bottle filled with Water, gm. (D)
5 Weight of Sample in Water, gm. (E)
5 Bulk Specific Gravity Oven Dry A/B-E
6 Bulk Specific Gravity, SSD B/B-E
7 Apparent Specific Gravity A/A-E
8 Absorption, %
CONTRACTOR CONSULTATNTLaboratory Technician Remarks and Comments Materials Inspector
Materials Engineer Remarks and Comments Materials Engineer
SPECIFIC GRAVITY AND ABSORPTION TESTASTM C-127, 128
(B-A)×100/A
(B-A)×100/A
CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
Particle Size Disribution
BS 1377: Part 2 1990
Location/ Supplier :- Sampling Date:- 31/8/2013
Material Description:- 5mm Aggregate for Wetmix Testing Date:- 1/9/2013
Material Source:- Sample No:- 1
Initial Dry Wt.(g) 1046.6
Retained Wt. Retained Wt. Retained Passing
Individual( grms ) Cumulative( grms ) % % From - To
2" 50.0
1½ 37.5
3/4 20.0
3/8 10.0
No.4 5.0 0.00 0.00 0.0 100.0
No.8 2.36 441.2 441.20 42.2 57.8
No.30 600um 439.1 880.30 84.1 15.9
No.400 63um 135.20 1015.50 97.0 3.0
CONTRACTOR CONSULTANTLaboratory Technician Remarks and Comments Material Inspector
Materials Engineer Remarks and Comments Materials Engineer
Specification Limits
SIEVE(inch")
SIEVE(mm)
CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
Location/ Supplier :- Sampling Date:- 31/8/2013
Material Description:- 5mm Aggregate for Wetmix Testing Date:- 1/9/2013
Material Source:- Sample No:- 1
COARSE AGGREGATES (ASTM C-127)
No. of Sample 1 2 3
Avg.1 Weight in Air of Oven Dried Sample, gm. (A)
2 Weight in Air of SSD Sample, gm. (B)
3 Weight of Sample in Water, gm. . (C)
4 Bulk Specific Gravity Oven Dry A/B-C
5 Bulk Specific Gravity, SSD B/B-C
6 Apparent Specific Gravity A/A-C
7 Absorption, %
FINE AGGREGATES (ASTM C-128)
No. of Sample 1 21 Weight in Air of Oven Dried Sample, gm. (A) 495.2 495.1
2 Weight in Air of SSD Sample, gm. (B) 500.0 500.0
3 Weight of Pycnometer Bottle + Water + Sample gm (C) 993.4 977.8
4 Weight of Pycnometer Bottle filled with Water, gm. (D) 667.5 651.6
5 Weight of Sample in Water, gm. (E) 325.9 326.2
5 Bulk Specific Gravity Oven Dry A/B-E 2.844 2.849 2.847
6 Bulk Specific Gravity, SSD B/B-E 2.872 2.877 2.874
7 Apparent Specific Gravity A/A-E 2.925 2.931 2.928
8 Absorption, % 0.97 0.99 0.98
CONTRACTOR CONSULTATNTLaboratory Technician Remarks and Comments Materials Inspector
Materials Engineer Remarks and Comments Materials Engineer
SPECIFIC GRAVITY AND ABSORPTION TESTASTM C-127, 128
(B-A)×100/A
(B-A)×100/A
CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
Materials Source:- Supplier :-
Sampling Date:- 31-08-2013
Date Tested:- 11-09-2013
Test No. 1 2 3
Clay Floc Height mm 136.0 138.0 137.0
Sand Height mm 116.0 117.0 114.0
Calculated Sand Equivalent 85.3 84.8 83.2
Adjusted Sand Equivalent 86 85 84
Average Sand Equivalent 85.0
Adjusted Sand Equivalent 85.0
Specification :-
CONTRACTOR CONSULTANTLaboratory Technician Remarks and Comments Material Inspector
Materials Engineer Remarks and Comments Materials Engineer
SAND EQUIVALENT TEST ASTM D 2419
Material Description:- 5mm Agg. for Wetmix
