FDT.xlsx
3
CLIENT CONSULTANT CONTRACTOR 49/2012-Construction and Execution of Ras Al Khaimah Ring Road INSITU DENSITY TEST BS 1377 Part 9 Cl 2.2 LOCATION : 15+660-15+880 Main Road REQUEST NO.: ARC-EW-0837 LAYER NO. Gatch Layer (40th Layer) DATE : 7/8/2013 A) GENERAL INFORMATION BFRL (mm) 2.12 MATERIAL REF. NO. GATCH-04 13992 MDD / OMC 2.06 11.0% DEPTH OF LAYER (m) 0.15 BULK DENSITY OF SAND (g/cc 1.440 2098.8 WT. OF SAND IN CONE (gm) 3290 CONE NO 1 PLATE NO 01 TEST PIT NO 1 2 3 4 5 SPOT CHAINAGE 15+670 15+680 15+690 15+710 15+720 OFF SET CL LHS RHS LHS CL DEPTH OF TEST (mm) 120 130 130 120 120 LAYER TOP TOP TOP TOP TOP WT. OF SAND+BAG BEFORE POURING(gm) 20000 20000 20000 20000 20000 WT. OF SAND+BAG AFTER POURING(gm) 10649 10490 10435 10815 10642 WT. OF SAND IN HOLE+CONE (gm) 9351 9510 9565 9185 9358 WT. OF SAND IN HOLE (gm) 6061 6220 6275 5895 6068 WT. OF WET SOIL FROM HOLE (gm) 8935 9330 9240 8955 9275 VOLUME OF HOLE (cc) 4209 4319 4358 4094 4214 WET DENSITY (g/cc) 2.123 2.160 2.120 2.187 2.201 CONTAINER NO S10 S3 S24 S17 S18 WT. OF WET SOIL+CONTAINER (gm) 435.1 381.9 367.9 333.1 379.4 WT. OF DRY SOIL+CONTAINER (gm) 401.8 352.9 341.2 309.6 350.0 WT. OF CONTAINER (gm) 29.9 30.1 30.9 30.3 31.0 WT. OF MOISTURE (gm) 33.3 29.0 26.7 23.5 29.4 WT. OF DRY SOIL (gm) 371.9 322.8 310.3 279.3 319.0 MOISTURE CONTENT (%) 9.0 9.0 8.6 8.4 9.2 DRY DENSITY (g/cc) 1.948 1.982 1.952 2.018 2.015 % COMPACTION OBTAINED 95 96 95 98 98 REQUIRED COMPACTION 95% 95% 95% 95% 95% REMARKS Previous Layer Ref. 40th Layer (RFA No. ARC-EW-0635, BFRL-2.27) ME / CONTRACTOR MATERIALS INSPECTOR MATERIALS ENGINEER AREA (m 2 ) QUANTITY (m 3 )
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CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
INSITU DENSITY TESTBS 1377 Part 9 Cl 2.2
LOCATION : 15+660-15+880 Main Road REQUEST NO.: ARC-EW-0837
LAYER NO. Gatch Layer (40th Layer) DATE : 7/8/2013
A) GENERAL INFORMATION
BFRL (mm) 2.12 MATERIAL REF. NO. GATCH-04
13992 MDD / OMC 2.06 11.0%
DEPTH OF LAYER (m) 0.15 BULK DENSITY OF SAND (g/cc) 1.440
2098.8 WT. OF SAND IN CONE (gm) 3290
CONE NO 1 PLATE NO 01
TEST PIT NO 1 2 3 4 5
SPOT CHAINAGE 15+670 15+680 15+690 15+710 15+720
OFF SET CL LHS RHS LHS CL
DEPTH OF TEST (mm) 120 130 130 120 120
LAYER TOP TOP TOP TOP TOP
WT. OF SAND+BAG BEFORE POURING(gm) 20000 20000 20000 20000 20000
WT. OF SAND+BAG AFTER POURING(gm) 10649 10490 10435 10815 10642
WT. OF SAND IN HOLE+CONE (gm) 9351 9510 9565 9185 9358
WT. OF SAND IN HOLE (gm) 6061 6220 6275 5895 6068
WT. OF WET SOIL FROM HOLE (gm) 8935 9330 9240 8955 9275
VOLUME OF HOLE (cc) 4209 4319 4358 4094 4214
WET DENSITY (g/cc) 2.123 2.160 2.120 2.187 2.201
CONTAINER NO S10 S3 S24 S17 S18
WT. OF WET SOIL+CONTAINER (gm) 435.1 381.9 367.9 333.1 379.4
WT. OF DRY SOIL+CONTAINER (gm) 401.8 352.9 341.2 309.6 350.0
WT. OF CONTAINER (gm) 29.9 30.1 30.9 30.3 31.0
WT. OF MOISTURE (gm) 33.3 29.0 26.7 23.5 29.4
WT. OF DRY SOIL (gm) 371.9 322.8 310.3 279.3 319.0
MOISTURE CONTENT (%) 9.0 9.0 8.6 8.4 9.2
DRY DENSITY (g/cc) 1.948 1.982 1.952 2.018 2.015
% COMPACTION OBTAINED 95 96 95 98 98
REQUIRED COMPACTION 95% 95% 95% 95% 95%
REMARKS Previous Layer Ref. 40th Layer (RFA No. ARC-EW-0635, BFRL-2.27)
ME / CONTRACTOR MATERIALS INSPECTOR MATERIALS ENGINEER
AREA (m2)
QUANTITY (m3)
B) FIELD DENSITY
2 / 3
CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
INSITU DENSITY TESTBS 1377 Part 9 Cl 2.2
LOCATION : 15+660-15+880 Main Road REQUEST NO.: ARC-EW-0837
LAYER NO. Gatch Layer (40th Layer) DATE : 7/8/2013
A) GENERAL INFORMATION
BFRL (mm) 2.12 MATERIAL REF. NO. GATCH-04
13992 MDD / OMC 2.06 11.0%
DEPTH OF LAYER (m) 0.15 BULK DENSITY OF SAND (g/cc) 1.440
2098.8 WT. OF SAND IN CONE (gm) 3290
CONE NO 1 PLATE NO 01
TEST PIT NO 6 7 8 9 10
SPOT CHAINAGE 15+740 15+760 15+780 15+790 15+800
OFF SET RHS CL RHS LHS CL
DEPTH OF TEST (mm) 130 130 120 110 120
LAYER TOP TOP TOP TOP TOP
WT. OF SAND+BAG BEFORE POURING(gm) 20000 20000 20000 20000 20000
WT. OF SAND+BAG AFTER POURING(gm) 10429 10295 10540 11016 10860
WT. OF SAND IN HOLE+CONE (gm) 9571 9705 9460 8984 9140
WT. OF SAND IN HOLE (gm) 6281 6415 6170 5694 5850
WT. OF WET SOIL FROM HOLE (gm) 9335 9455 9255 8625 8775
VOLUME OF HOLE (cc) 4362 4455 4285 3954 4063
WET DENSITY (g/cc) 2.140 2.122 2.160 2.181 2.160
CONTAINER NO S14 S34 S11 S26 S25
WT. OF WET SOIL+CONTAINER (gm) 396.7 382.4 388.6 370.1 439.4
WT. OF DRY SOIL+CONTAINER (gm) 366.5 353.3 360.4 343.8 404.8
WT. OF CONTAINER (gm) 31.4 29.7 32.1 30.6 28.6
WT. OF MOISTURE (gm) 30.2 29.1 28.2 26.3 34.6
WT. OF DRY SOIL (gm) 335.1 323.6 328.3 313.2 376.2
MOISTURE CONTENT (%) 9.0 9.0 8.6 8.4 9.2
DRY DENSITY (g/cc) 1.963 1.947 1.989 2.012 1.978
% COMPACTION OBTAINED 95 95 97 98 96
REQUIRED COMPACTION 95% 95% 95% 95% 95%
REMARKS Previous Layer Ref. 40th Layer (RFA No. ARC-EW-0635, BFRL-2.27)
ME / CONTRACTOR MATERIALS INSPECTOR MATERIALS ENGINEER
AREA (m2)
QUANTITY (m3)
B) FIELD DENSITY
3 / 3
CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
INSITU DENSITY TESTBS 1377 Part 9 Cl 2.2
LOCATION : 15+660-15+880 Main Road REQUEST NO.: ARC-EW-0837
LAYER NO. Gatch Layer (40th Layer) DATE : 7/8/2013
A) GENERAL INFORMATION
BFRL (mm) 2.12 MATERIAL REF. NO. GATCH-04
13992 MDD / OMC 2.06 11.0%
DEPTH OF LAYER (m) 0.15 BULK DENSITY OF SAND (g/cc) 1.440
2098.8 WT. OF SAND IN CONE (gm) 3290
CONE NO 1 PLATE NO 01
TEST PIT NO 11 12 13 14 15
SPOT CHAINAGE 15+820 15+830 15+840 15+860 15+870
OFF SET RHS LHS CL LHS RHS
DEPTH OF TEST (mm) 130 130 120 120 120
LAYER TOP TOP TOP TOP TOP
WT. OF SAND+BAG BEFORE POURING(gm) 20000 20000 20000 20000 20000
WT. OF SAND+BAG AFTER POURING(gm) 10261 10469 10901 10789 10777
WT. OF SAND IN HOLE+CONE (gm) 9739 9531 9099 9211 9223
WT. OF SAND IN HOLE (gm) 6449 6241 5809 5921 5933
WT. OF WET SOIL FROM HOLE (gm) 9495 9365 8715 8840 8940
VOLUME OF HOLE (cc) 4478 4334 4034 4112 4120
WET DENSITY (g/cc) 2.120 2.161 2.160 2.150 2.170
CONTAINER NO S16 S9 S12 S29 S37
WT. OF WET SOIL+CONTAINER (gm) 384.9 412.2 360.0 255.5 380.1
WT. OF DRY SOIL+CONTAINER (gm) 357.4 380.5 331.9 237.0 349.7
WT. OF CONTAINER (gm) 30.3 32.6 30.2 31.0 29.7
WT. OF MOISTURE (gm) 27.5 31.7 28.1 18.5 30.4
WT. OF DRY SOIL (gm) 327.1 347.9 301.7 206.0 320.0
MOISTURE CONTENT (%) 8.4 9.1 9.3 9.0 9.5
DRY DENSITY (g/cc) 1.956 1.980 1.976 1.973 1.982
% COMPACTION OBTAINED 95 96 96 95.8 96
REQUIRED COMPACTION 95% 95% 95% 95% 95%
REMARKS Previous Layer Ref. 40th Layer (RFA No. ARC-EW-0635, BFRL-2.27)
ME / CONTRACTOR MATERIALS INSPECTOR MATERIALS ENGINEER
AREA (m2)
QUANTITY (m3)
B) FIELD DENSITY
