Summary for Test 2019-10-18-14-6
Test performed: ASTM D4829-11Project Information
Project Identifiers | Project ID: 214706 DEA: 120M8204 EFIS: 1214000041 |
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DIST-CO-RTE-PM | 12-ORA-1-7.9/10.5 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 12/10/2020) |
Sample Information
Sample Taken Date | 10/18/2019 | Sample Unique Key | 14 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 10/29/2019 |
Sample type | Preliminary | A brief description of the sample | SOIL SAMPLE OF SUBGRADE 2'-4' DEPTH |
The quantity of what the sample constitutes | 1 BAG | From where was the sample collected | Job Site |
First name of sampler or witnessed by | JOSE | Last name of sampler or witnessed by | MENDEZ |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 8773 | Linked DIME Sample ID | 2019-10-18-14 |
The fabricator/manufacturer/facility name | NATIVE SOIL | Transportation Laboratory (TL) Number | C936702 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | MB-12 | Structure unique identifier | |
Structure name |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
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The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | SR-01 PCH MB-12 |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2019-10-18-14
DIME Test ID: 2019-10-18-14-6
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM D4829-11: Standard Test Method for Expansion Index of Soils
Test Release Date: 2020-03-18
Test Results
Unit system used?: US Units
Input Type: Calculated
Tester's full name: MICHEAL MAGANA
Date of test: 11/07/2019
Initial height of the specimen: 1 inch
Initial water content: 8.5 %
Initial dry unit weight of the specimen: 114.4 lbf/ft^3
Initial dial reading: 0.012 inch
Final dial reading: 0.021 inch
Final water content: 15.7 %
Specific gravity: 3
Unit weight of water: 62 lbf/ft^3
Soil sample depth, boring number: MB-12
Any special selection and prepartion process: no data
Initial degree of saturation: 48.504 %
Expansion index (EI): 8
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/18/2020 ✔