Summary for Test 2019-10-18-12-6
Test performed: ASTM D4829-11Project Information
| Project Identifiers | Project ID: 214706 DEA: 120M8204 EFIS: 1214000041 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-1-7.9/10.5 |
| Award Date | Not set |
| Closeout Date | 07/03/2024 |
| 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 | 12 |
|---|---|---|---|
| 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 | 8770 | |
| Linked DIME Sample ID | 2019-10-18-12 | The fabricator/manufacturer/facility name | NATIVE SOIL |
| Transportation Laboratory (TL) Number | C936702 | Inspector Lot Number from the Transportation Laboratory (TL) Form | MB-05 |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | SR-01 PCH MB-05 |
| Where the material sample would have been placed if not sampled | Unknown |
Test Details
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DIME Sample ID: 2019-10-18-12
DIME Test ID: 2019-10-18-12-6
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: 11/06/2019
Initial height of the specimen: 1.000 inch
Initial water content: 10.0 %
Initial dry unit weight of the specimen: 109.4 lbf/ft^3
Initial dial reading: 0.012 inch
Final dial reading: 0.027 inch
Final water content: 19.5 %
Specific gravity: 3
Unit weight of water: 62 lbf/ft^3
Soil sample depth, boring number: MB-05
Any special selection and prepartion process: NA
Initial degree of saturation: 49.993 %
Expansion index (EI): 15
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/18/2020 ✔