document.xls 06/13/2022; Pages 1 of 16 MANIFA FIELD CAUSEWAY PROJECT Doc. No.: SMC.PQF. Rev Date: 9/10/200 STFA MARINE CONSTRUCTION Co. Page No.: 1 of 1 Ref. No.: SPECIFIC GRAVITY AND ABSORPTION OF COARSE AND FINE AGGREGATE (AASHTO T - 84 - 85 / ASTM C - 127 - 128) LOCATION: SAMPLE No.: DATE: SOURCE/MAT'S DESCRIPTION: LAB No.: MATERIAL DRY SAMPLE + TARE A TARE B DRY WEIGHT SSD SAMPLE + TARE C TARE D SSD WEIGHT VOLUME DETERMINATION FOR FINE AGGREGATE (cm³) VOL. FLASK + SAMPLE + WATER VOL. FLASK + WATER VOLUME (SSD) VOLUME (DRY) VOLUME DETERMINATION FOR COARSE AGGREGATE (cm³) SAMPLE + BASKET (IN WATER) E BASKET (IN WATER) F SAMPLE WEIGHT (IN WATER) VOLUME (S.S.D) VOLUME (DRY) SPECIFIC GRAVITIES DRY SPECIFIC GRAVITY S.S.D. SPECIFIC GRAVITY APPERANT SPECIFIC GRAVITY V2 WATER ABSORPTION (%) ABSORPTION (%) ______________________________________________ ____________________________________ CONTRACTOR'S REP.(Name / Signature) CONSULTANT'S REP.(Name / Signat W1=A-B W2=C-D W3 W4 V1=W2+W4-W3 V2=W1+W4-W3 W3=E-F V1=W2-W3 V2=W1-W3 W1 V1 W2 V1 W1 100 x (W2-W1) W1
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document.xls 04/22/2023; Pages 1 of 8
MANIFA FIELD CAUSEWAY PROJECT Doc. No.: SMC.PQF.16.04-00
Rev Date: 9/10/2007
STFA MARINE CONSTRUCTION Co. Page No.: 1 of 1
Ref. No.:
SPECIFIC GRAVITY AND ABSORPTION OF COARSE AND FINE AGGREGATE
(AASHTO T - 84 - 85 / ASTM C - 127 - 128)
LOCATION: SAMPLE No.: DATE:
SOURCE/MAT'S DESCRIPTION: LAB No.:
MATERIAL
DRY SAMPLE + TARE A
TARE B
DRY WEIGHT
SSD SAMPLE + TARE C
TARE D
SSD WEIGHT
VOLUME DETERMINATION FOR FINE AGGREGATE (cm³)
VOL. FLASK + SAMPLE + WATER
VOL. FLASK + WATER
VOLUME (SSD)
VOLUME (DRY)
VOLUME DETERMINATION FOR COARSE AGGREGATE (cm³)
SAMPLE + BASKET (IN WATER) E
BASKET (IN WATER) F
SAMPLE WEIGHT (IN WATER)
VOLUME (S.S.D)
VOLUME (DRY)
SPECIFIC GRAVITIES
DRY SPECIFIC GRAVITY
S.S.D. SPECIFIC GRAVITY
APPERANT SPECIFIC GRAVITYV2
WATER ABSORPTION (%)
ABSORPTION (%)
______________________________________________ ______________________________________________CONTRACTOR'S REP.(Name / Signature) CONSULTANT'S REP.(Name / Signature)
W1=A-B
W2=C-D
W3
W4
V1=W2+W4-W3
V2=W1+W4-W3
W3=E-F
V1=W2-W3
V2=W1-W3
W1
V1
W2
V1
W1
100 x (W2-W1)
W1
document.xls 04/22/2023; Pages 2 of 8
MANIFA FIELD CAUSEWAY PROJECT Doc. No.: SMC.PQF.16.04-00
Rev Date: 9/10/2007
STFA MARINE CONSTRUCTION Co. Page No.: 1 of 1
Ref. No.:
SPECIFIC GRAVITY AND ABSORPTION OF COARSE AND FINE AGGREGATE
(AASHTO T - 84 - 85 / ASTM C - 127 - 128)
LOCATION: SAMPLE No.: DATE:
SOURCE/MAT'S DESCRIPTION: LAB No.:
MATERIAL
DRY SAMPLE + TARE A * *
TARE B * *
DRY WEIGHT
SSD SAMPLE + TARE C * *
TARE D * *
SSD WEIGHT
VOLUME DETERMINATION FOR FINE AGGREGATE (cm³)
VOL. FLASK + SAMPLE + WATER
VOL. FLASK + WATER
VOLUME (SSD)
VOLUME (DRY)
VOLUME DETERMINATION FOR COARSE AGGREGATE (cm³)
SAMPLE + BASKET (IN WATER) E
BASKET (IN WATER) F
SAMPLE WEIGHT (IN WATER)
VOLUME (S.S.D)
VOLUME (DRY)
SPECIFIC GRAVITIES
DRY SPECIFIC GRAVITY
S.S.D. SPECIFIC GRAVITY
APPERANT SPECIFIC GRAVITYV2
WATER ABSORPTION (%)
ABSORPTION (%)
______________________________________________ ______________________________________________CONTRACTOR'S REP.(Name / Signature) CONSULTANT'S REP.(Name / Signature)
W1=A-B
W2=C-D
W3
W4
V1=W2+W4-W3
V2=W1+W4-W3
W3=E-F
V1=W2-W3
V2=W1-W3
W1
V1
W2
V1
W1
100 x (W2-W1)
W1
document.xls 04/22/2023; Pages 3 of 8
Aktobe-Martuk-RF Border SWCRP km 0 - 102 Doc. No.: SMC.PQF.16.04-00
Cengiz İnşaat Rev Date: 9/10/2007
Page No.: 1 of 1
Ref. No.:
SPECIFIC GRAVITY AND ABSORPTION OF COARSE AND FINE AGGREGATE
(AASHTO T - 84 - 85 / ASTM C - 127 - 128)
LOCATION: SAMPLE No.: DATE:
SOURCE/MAT'S DESCRIPTION: LAB No.:
MATERIAL
DRY SAMPLE + TARE A * *
TARE B * *
DRY WEIGHT
SSD SAMPLE + TARE C * *
TARE D * *
SSD WEIGHT
VOLUME DETERMINATION FOR FINE AGGREGATE (cm³)
VOL. FLASK + SAMPLE + WATER
VOL. FLASK + WATER
VOLUME (SSD)
VOLUME (DRY)
VOLUME DETERMINATION FOR COARSE AGGREGATE (cm³)
SAMPLE + BASKET (IN WATER) E
BASKET (IN WATER) F
SAMPLE WEIGHT (IN WATER)
VOLUME (S.S.D)
VOLUME (DRY)
SPECIFIC GRAVITIES
DRY SPECIFIC GRAVITY
S.S.D. SPECIFIC GRAVITY
APPERANT SPECIFIC GRAVITYV2
WATER ABSORPTION (%)
ABSORPTION (%)
______________________________________________ ______________________________________________CONTRACTOR'S REP.(Name / Signature) CONSULTANT'S REP.(Name / Signature)
W1=A-B
W2=C-D
W3
W4
V1=W2+W4-W3
V2=W1+W4-W3
W3=E-F
V1=W2-W3
V2=W1-W3
W1
V1
W2
V1
W1
100 x (W2-W1)
W1
document.xls 04/22/2023; Pages 4 of 8
MANIFA FIELD CAUSEWAY PROJECT Doc. No.: SMC.PQF.16.04-00
Rev Date: 9/10/2007
STFA MARINE CONSTRUCTION Co. Page No.: 1 of 1
Ref. No.:
SPECIFIC GRAVITY AND ABSORPTION OF COARSE AND FINE AGGREGATE
(AASHTO T - 84 - 85 / ASTM C - 127 - 128)
SAMPLE No.:
SOURCE/MAT'S DESCRIPTION:
MATERIAL
DRY SAMPLE + TARE A
TARE B
DRY WEIGHT
SSD SAMPLE + TARE C
TARE D
SSD WEIGHT
VOLUME DETERMINATION FOR FINE AGGREGATE (cm³)
VOL. FLASK + SAMPLE + WATER
VOL. FLASK + WATER
VOLUME (SSD)
VOLUME (DRY)
VOLUME DETERMINATION FOR COARSE AGGREGATE (cm³)
SAMPLE + BASKET (IN WATER) E
BASKET (IN WATER) F
SAMPLE WEIGHT (IN WATER)
VOLUME (S.S.D)
VOLUME (DRY)
SPECIFIC GRAVITIES
DRY SPECIFIC GRAVITY
S.S.D. SPECIFIC GRAVITY
APPERANT SPECIFIC GRAVITYV2
WATER ABSORPTION (%)
ABSORPTION (%)
______________________________________________ ______________________________________________CONTRACTOR'S REP.(Name / Signature) CONSULTANT'S REP.(Name / Signature)
LOCATION: DATE:
W1=A-B
W2=C-D
W3
W4
V1=W2+W4-W3
V2=W1+W4-W3
W3=E-F
V1=W2-W3
V2=W1-W3
W1
V1
W2
V1
W1
100 x (W2-W1)
W1
document.xls 04/22/2023; Pages 5 of 8
MANIFA FIELD CAUSEWAY PROJECT Doc. No.: SMC.PQF.16.04-00
Rev Date: 9/10/2007
STFA MARINE CONSTRUCTION Co. Page No.: 1 of 1
Ref. No.:
SPECIFIC GRAVITY AND ABSORPTION OF COARSE AND FINE AGGREGATE
(AASHTO T - 84 - 85 / ASTM C - 127 - 128)
SAMPLE No.:
MATERIAL 3 / 8"
DRY SAMPLE + TARE A - -
TARE B - -
DRY WEIGHT 1917 1967
SSD SAMPLE + TARE C - -
TARE D - -
SSD WEIGHT 1975 2026
VOLUME DETERMINATION FOR FINE AGGREGATE (cm³)
VOL. FLASK + SAMPLE + WATER - -
VOL. FLASK + WATER - -
VOLUME (SSD) - -
VOLUME (DRY) - -
VOLUME DETERMINATION FOR COARSE AGGREGATE (cm³)
SAMPLE + BASKET (IN WATER) E - -
BASKET (IN WATER) F - -
SAMPLE WEIGHT (IN WATER) 1178 1209
VOLUME (S.S.D) 797 817
VOLUME (DRY) 739 758
SPECIFIC GRAVITIES
DRY SPECIFIC GRAVITY2.405 2.408
2.407
S.S.D. SPECIFIC GRAVITY2.478 2.48
2.479
APPERANT SPECIFIC GRAVITY2.594 2.595
V2 2.595
WATER ABSORPTION (%)
ABSORPTION (%) 3.03 3.00
3.0
______________________________________________ ______________________________________________CONTRACTOR'S REP.(Name / Signature) CONSULTANT'S REP.(Name / Signature)
LOCATION: Stock Pile DATE: 04.03.2008
SOURCE/MAT'S DESCRIPTION: AL - HAJRY
W1=A-B
W2=C-D
W3
W4
V1=W2+W4-W3
V2=W1+W4-W3
W3=E-F
V1=W2-W3
V2=W1-W3
W1
V1
W2
V1
W1
100 x (W2-W1)
W1
document.xls 04/22/2023; Pages 6 of 8
MANIFA FIELD CAUSEWAY PROJECT Doc. No.: SMC.PQF.16.04-00
Rev Date: 9/10/2007
STFA MARINE CONSTRUCTION Co. Page No.: 1 of 1
Ref. No.:
SPECIFIC GRAVITY AND ABSORPTION OF COARSE AND FINE AGGREGATE
(AASHTO T - 84 - 85 / ASTM C - 127 - 128)
SAMPLE No.:
MATERIAL DUNE SAND
DRY SAMPLE + TARE A -
TARE B -
DRY WEIGHT 197.9
SSD SAMPLE + TARE C -
TARE D -
SSD WEIGHT 200
VOLUME DETERMINATION FOR FINE AGGREGATE (cm³)
VOL. FLASK + SAMPLE + WATER -
VOL. FLASK + WATER -
VOLUME (SSD) -
VOLUME (DRY) -
VOLUME DETERMINATION FOR COARSE AGGREGATE (cm³)
SAMPLE + BASKET (IN WATER) E -
BASKET (IN WATER) F -
SAMPLE WEIGHT (IN WATER) -
VOLUME (S.S.D) -
VOLUME (DRY) -
SPECIFIC GRAVITIES
DRY SPECIFIC GRAVITY2.587
S.S.D. SPECIFIC GRAVITY2.614
APPERANT SPECIFIC GRAVITY2.660
V2
WATER ABSORPTION (%)
ABSORPTION (%) 1.05
______________________________________________ ______________________________________________CONTRACTOR'S REP.(Name / Signature) CONSULTANT'S REP.(Name / Signature)
LOCATION: Stock Pile DATE: 04.03.2008
SOURCE/MAT'S DESCRIPTION: DUNE SAND AL - HAJRY/ NAIRIYAH
W1=A-B
W2=C-D
W3
W4
V1=W2+W4-W3
V2=W1+W4-W3
W3=E-F
V1=W2-W3
V2=W1-W3
W1
V1
W2
V1
W1
100 x (W2-W1)
W1
document.xls 04/22/2023; Pages 7 of 8
MANIFA FIELD CAUSEWAY PROJECT Doc. No.: SMC.PQF.16.04-00
Rev Date: 9/10/2007
STFA MARINE CONSTRUCTION Co. Page No.: 1 of 1
Ref. No.:
SPECIFIC GRAVITY AND ABSORPTION OF COARSE AND FINE AGGREGATE
(AASHTO T - 84 - 85 / ASTM C - 127 - 128)
SAMPLE No.:
MATERIAL 3 / 4"
DRY SAMPLE + TARE A - -
TARE B - -
DRY WEIGHT 2475 3568
SSD SAMPLE + TARE C - -
TARE D - -
SSD WEIGHT 2501 3603
VOLUME DETERMINATION FOR FINE AGGREGATE (cm³)
VOL. FLASK + SAMPLE + WATER - -
VOL. FLASK + WATER - -
VOLUME (SSD) - -
VOLUME (DRY) - -
VOLUME DETERMINATION FOR COARSE AGGREGATE (cm³)
SAMPLE + BASKET (IN WATER) E - -
BASKET (IN WATER) F - -
SAMPLE WEIGHT (IN WATER) 1636 2357
VOLUME (S.S.D) 865 1246
VOLUME (DRY) 839 1211
SPECIFIC GRAVITIES
DRY SPECIFIC GRAVITY2.861 2.864
2.863
S.S.D. SPECIFIC GRAVITY2.891 2.892
2.892
APPERANT SPECIFIC GRAVITY2.950 2.946
V2 2.948
WATER ABSORPTION (%)
ABSORPTION (%) 1.05 0.98
1.02
______________________________________________ ______________________________________________CONTRACTOR'S REP.(Name / Signature) CONSULTANT'S REP.(Name / Signature)
LOCATION: Stock Pile DATE: 04.03.2008
SOURCE/MAT'S DESCRIPTION: AL - QASSIM
W1=A-B
W2=C-D
W3
W4
V1=W2+W4-W3
V2=W1+W4-W3
W3=E-F
V1=W2-W3
V2=W1-W3
W1
V1
W2
V1
W1
100 x (W2-W1)
W1
document.xls 04/22/2023; Pages 8 of 8
MANIFA FIELD CAUSEWAY PROJECT Doc. No.: SMC.PQF.16.04-00
Rev Date: 9/10/2007
STFA MARINE CONSTRUCTION Co. Page No.: 1 of 1
Ref. No.:
SPECIFIC GRAVITY AND ABSORPTION OF COARSE AND FINE AGGREGATE
(AASHTO T - 84 - 85 / ASTM C - 127 - 128)
SAMPLE No.:
MATERIAL 3 / 8"
DRY SAMPLE + TARE A - -
TARE B - -
DRY WEIGHT 1871 1763
SSD SAMPLE + TARE C - -
TARE D - -
SSD WEIGHT 1900 1791
VOLUME DETERMINATION FOR FINE AGGREGATE (cm³)
VOL. FLASK + SAMPLE + WATER - -
VOL. FLASK + WATER - -
VOLUME (SSD) - -
VOLUME (DRY) - -
VOLUME DETERMINATION FOR COARSE AGGREGATE (cm³)
SAMPLE + BASKET (IN WATER) E - -
BASKET (IN WATER) F - -
SAMPLE WEIGHT (IN WATER) 1233 1162
VOLUME (S.S.D) 667 629
VOLUME (DRY) 638 601
SPECIFIC GRAVITIES
DRY SPECIFIC GRAVITY2.805 2.803
2.804
S.S.D. SPECIFIC GRAVITY2.849 2.847
2.848
APPERANT SPECIFIC GRAVITY2.933 2.933
V2 2.933
WATER ABSORPTION (%)
ABSORPTION (%) 1.55 1.59
1.57
______________________________________________ ______________________________________________CONTRACTOR'S REP.(Name / Signature) CONSULTANT'S REP.(Name / Signature)
LOCATION: Stock Pile DATE: 04.03.2008
SOURCE/MAT'S DESCRIPTION: AL - QASSIM
W1=A-B
W2=C-D
W3
W4
V1=W2+W4-W3
V2=W1+W4-W3
W3=E-F
V1=W2-W3
V2=W1-W3
W1
V1
W2
V1
W1
100 x (W2-W1)
W1
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