الفحوصات الانشائية
| REFERENCE | .PRICE I.D |
/SAMPLE TECHNIQUE OR PROPERTY |
TYPE OF TEST |
NO |
| IQS-5/1988 | 75000 |
cement |
physical properties only |
1 |
| IQS-25/1988 | 75000 |
bricks |
dimension water absorption compressive strength effloresces |
2 |
|
B.S-882/1992 IQS-45/1984 ASMT-C33/86 |
60000 |
gravel |
grading sulfate content fine material |
3 |
|
B.S-882/1992 IQS-45/1984 ASMT-C33/86 |
60000 |
sand |
grading sulfate content fine material |
4 |
|
ASTM-A615/86 B.S-4449/1988 |
75000for every three bars |
steel bar |
tensile requirement |
5 |
|
B.S-1881/2003 |
10000for each cube |
concrete tubes |
density compressive strength |
6 |
|
GSRB/R6 |
100000 |
sub base |
grading CBR max. lab. density |
7 |
| GSRB/R6 | 100000 | sub base |
grading CBR max. lab. density |
8 |
| SORB/R5 | 75000for each point | field density | of compaction% |
9 |
| IQS1042/R5 | 60000 | terrazzo tiles |
dimension water absorption modulus of rapture |
10 |
| ASTM | 150000 | concrete core | compressive strength | 11 |
|
IQS-1110/1988 IQS-1169/1988 |
75000 | mastic and asphalt |
penetration softening point ductility |
12 |
| SORB/R5 | 75000 | asphalt core | relatiive density | 13 |
| B.S | 100000for each point | ultra sonic | compressive strength | 14 |
| - | 250000 | asphalt | asphalt mixture | 15 |
|
ASTM D443-63 ASTM D-1140-00 |
35000 50000 |
gradation |
(particle size analysis of soils (sieve hydrometer analysis of fine grain soil or coarse grain soil |
16 |
| - | 50000 | aggregate | unit weight and voids in aggregate | 17 |
|
ASTM D854 OR ASTM D5550 |
25000 10000 35000 15000 20000 |
soil properties |
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 |
18 |
| ASTM D-698-00 | 50000 |
-moisture density relation of soils and soil -aggregate mixture using 5.5 Ib rammer and 12in |
standard proctor test | 19 |
| ASTM D-1557-00 | 50000 |
characteristics moisture- density relation of soils and soil aggregate mixture using using 10 Ib rammer and 18in |
Modified proctor test | 20 |
|
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 |
21 |
|
ASTM T234
ASTM D3080 ASTM D4767-95 |
150000
150000
200000 |
shear strength |
unconsolidated untrained compressive strength of cohesive soils in triaxial compression direct shear testof soils under consolidated drained conditions consolidated untrained trixial compression test |
22 |
|
ASTM D2435-96 ASTM 4546-96 |
100000 150000 |
compressibility |
one dimensional consolidation of soils one-dimensional swell or settlement potential of cohesive soils |
23 |
| ASTM 1883 | 100000 | bearing capacity |
(california bearing ratio(CBR of laboratory - compacted soils bearing ratio of soils in place |
24 |
| ASTM 2434-68 |
25000 25000 |
permeability |
permeability of granular soils by constant permeability of soil falling head |
25 |
| ASTM D4318-00 |
25000 |
atterberg limits |
liquid limit plastic limit shrinkage limit |
26 |
| ASTM D2216-98 |
20000 |
natural moisture content |
moisture content |
27 |
| ASTM D2974 |
100000 |
so3 , organic content pH and gypsum content |
chemical tests |
28 |
| ASTM 1609-10 | 40000for each prism | load- deflection curve for concrete prisms | flexural strength | 29 |