|
Test Description |
Applicable Standard |
|
Sieve
Analysis |
AASHTO T88
& M124 , AASHTO T27 and
T11,BS 1377: part 2 test 9.2 |
|
Liquid
Limit |
|
|
Plasticity
Index PI |
|
|
CBR |
AASHTO T193 ,BS 1377 part 4 test 16 , (ASTM D
1883) |
|
FDT |
AASHTO T191 ,BS 1377 part 9 test 2.2 |
|
Maximum Dry Density |
AASHTO T180 |
|
Sand Equivalent |
AASHTO T176,ASTM C-88 |
|
Loss by Abrasion |
AASHTO T96 |
|
Soundness(Sodium) |
AASHTO T104 |
|
Soundness(Magneseum) |
AASHTO T104 |
|
Ave.
Compressive Strength |
BS
1881 |
|
Mean
water absorption of cubes |
BS
EN 1340 |
|
Rate
of Application |
ASTM
D2995 |
|
Absorption
|
AASHTO
T85 |
|
Specific
Gravity |
AASHTO
T85 |
|
Marshall
Properties |
|
|
Number
of compaction blows each end of specimen by freely held marshall hammer |
AASHTO
T-245 |
|
Stability(Marshall)
Minimum ,Kg |
|
|
Flow(Marshall),mm |
|
|
Stiffness
Minimum Kg/mm (minimum) |
|
|
Percent
air void in Mix |
|
|
Percent
air void in mineral aggregates, minimum % (V.M.A.) |
|
|
Percent
voids filled with asphalt cement % |
|
|
Bitumen
Content % |
|
|
Loss
of Marshall Stability by submerging specimen in water at 600C for
24hrs. As compared to stability measured after submersion in water at 600C
for 30 mins. |
|
|
Residual
voids in total mix after 300 blows each end of specimen |
|
|
Filler
to Bitumen ration |
|
|
Compaction
of laid Asphalt Concrete |
AASHTO
T-166 |
|
Thickness
laid Asphalt Concrete |
AASHTO
T-166 |
|
Slump |
ASTM
C-143 /AASHTO T 119M |
|
Concrete
Temperature |
ASTMC-1064/BS
1881-130/ASTM 1064/M -99 |
|
Compressive
Strength @ 7 & 28 Days |
BS
1881 |
|
Water Absorption@ 28D |
BS 1881-122:2011 |
|
Rapid Chloride Permeability @ 28D |
AASHTO T277/ASTM C-1202 |
|
Water penetration@ 28D |
DIN 1048-5:1991-06. |
|
Initial Surface Absorption test(ISAT)@28D |
BS 1881-208:1996 |
|
Shrinkage Test at @ 28D |
BS 1881-122:2011 |
