| Code |
Test Designation
|
Norm |
| A |
Soils |
|
| A.1 |
1) Wet Particle Size Analysis by sieving
|
1) E 239-1970 |
| A.2 |
2) Proctor Compaction Test
|
2) E 197-1970 |
| A.3 |
3) Modified Proctor Compaction Test
|
3) Internal Proc.
|
| A.4 |
4) Determination of CBR
|
4) E 198-1967 |
| A.5 |
5) Sand Equivalent
|
5) E 199-1967 |
| A.6 |
6) Liquidity Limit
|
6) E 143-1969 |
| A.7 |
7) Plasticity Limit
|
7) E 143-1969 |
| A.8 |
8) Dry sample preparation
|
8) E 195-1966 |
| A.9 |
9) Particle Density Determination
|
9) E 83-1965 |
| A.10 |
10) "IN SITU" determinação of dry density
|
10) E 204-1967 |
| A.11 |
11) Road Classification
|
11) E 240-1970 |
| A.12 |
12) Unified Classification
|
12) ASTM D 2487-85 |
| A.13 |
13) Water Content
|
13) NP 84-1965 |
| B |
Aggregates
|
|
| B.1 |
14) Particle Size Analysis
|
14) NP 1379-1976 |
| B.2 |
15)Determination of Volumic Masses and Water Absorption for crushed stone and pebbles |
15) NP 581-1969 |
| B.3 |
16) Determination of Volumic Masses and Water Absorption for sands
|
16) NP 954-1973 |
| B.4 |
17) Water Content - Surface and total
|
17) E-249 – 1971 |
| C |
Concrete
|
|
| C.1 |
18) Study of the Composition of fresh concrete with description of aggregates
|
18) Internal Proc.
|
| C.2 |
19) Simple Compression
|
19) E 226-1968 |
| C.3 |
20) Slump |
20) NP 87-1964 |
| C.4 |
21) Extraction of laboratory samples of projected concrete
|
21) Internal Proc.
|
| C.5 |
22) Sampling, Slump, Cure and Simple Compression
|
22) Internal Proc.
|
| C.6 |
23) Calibration of Concrete Production Plant
|
23) Internal Proc.
|
| C.7 |
24) Processing of Statistics
|
24) Internal Proc.
|
| C.8 |
25) Conformity Report
|
25) ENV 206-1993 |
| D |
Bituminous Mixtures
|
|
| D.1 |
26) Particle Size Analysis
|
26) EN NP 933-1 |
| D.2 |
27) Execution of laboratory samples |
27) JAE P. 14-53 |
| D.3 |
28) Marshall Compression Test
|
28) NP 142-1968 |
| D.4 |
29) Determination of Bitumine Content
|
29) ASTM D2172 |
| D.5 |
30) Determination of Density of compacted mixture
|
30) ASTM D2726 |
| E |
General Services
|
|
| E.1 |
31) Gathering of Samples
|
- |
| E.2 |
32) On-site technical assistance - dislocation (1 Hour)
|
- |
| E.3 |
33) Following Hours
|
- |
| F |
Special Geotechnical Prospecting
|
|
| F.1 |
34) SPT Tests
|
- |
| F.2 |
35) Lugeon permeability tests
|
- |
