Price  I.D

 Sample / technique or

property 

15000

Bingham Pyknometer

IP 36/84

ASTM D 92-78

30000

cleveland open cup

IP 226

IP 72

45000

viscometer

kinematic viscosity -

dynamic viscosity -

viscosity index -

35000

by usine Ethyl alcohol

and titrated with alkali

IP 4/75

ASTM D 482-77

30000

electric furance

IP 13/78

ASTM D 189-65

30000

conrad son apparatus

10000

centrifuge method

IP 74/70

ASTM D 95-70

30000

dean and stark apparatus

 IP 123/78

ASTM D 86-67

 initial B.P-

final B.P-

dry point-

percent recovery-

 IP 360/84

ASTM D 2885-84

 octane meter

( electronic module)

 RON,MON AKI for deisel fuel

(cetane number (cet

(and chilling temperture (TFR

 RON-

MON-

AKI-

IBP-

FBP-

(DI (Driveability index-

density-

%total aromatic v-

%total olefins v-

/SAMPLE

TECHNIQUE OR PROPERTY

NO

cement

1

bricks

dimension

water absorption

compressive strength

effloresces

2

B.S-882/1992

IQS-45/1984

ASMT-C33/86

gravel

grading

sulfate content

fine material

3

B.S-882/1992

IQS-45/1984

ASMT-C33/86

sand

grading

sulfate content

fine material

4

ASTM-A615/86

B.S-4449/1988

steel bar

tensile requirement

5

B.S-1881/2003

concrete tubes

density

compressive strength

6

GSRB/R6

sub base

grading 

CBR

max. lab. density

7

grading 

CBR

max. lab. density

8

9

dimension

water absorption 

modulus of rapture

10

 IQS-1110/1988

IQS-1169/1988

 penetration

softening point

ductility

ASTM D443-63

ASTM D-1140-00

 35000

50000

(particle size analysis of soils (sieve

hydrometer analysis of fine grain soil or coarse grain soil

 ASTM D854

OR

ASTM D5550

25000

10000

35000

15000

20000

 unit weight and voids in aggregate

specific gravity of soils 

relative density of cohesion less soils

maximum index density of soil using a vibratory table

minimum index density of soil and calculation of relative density

-moisture

density

relation of soils and soil -aggregate

mixture using 5.5 Ib rammer and 12in

 characteristics

moisture- density relation of soils and soil  aggregate mixture using using 10 Ib rammer and 18in 

 ASTM 1556

ASTM D2937

 75000

75000

 compacted density(in-place density

(field density)

 density of soil in place by the sand cone method

density of soil in place by core method

 ASTM  T234

 ASTM D3080

ASTM D4767-95

 150000

150000

200000

 unconsolidated untrained compressive strength of cohesive soils in triaxial compression

direct shear testof soils under consolidated drained conditions 

consolidated untrained trixial compression test

 ASTM D2435-96

ASTM 4546-96

 100000

150000

one dimensional consolidation of soils

one-dimensional swell or settlement potential of cohesive soils 

 (california bearing ratio(CBR 

  of laboratory - compacted soils 

bearing ratio of soils in place

 25000

25000

 permeability of granular soils by constant

permeability of soil falling head

25000

liquid limit

plastic limit

shrinkage limit

20000

moisture content

100000

so₃ , organic content

pH and gypsum content

chemical tests