Summary for Test 2024-03-14-14-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 214697 DEA: 07307104 EFIS: 0714000213 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-32.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | CONSTRUCT BRIDGE. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING |
| QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
| Sample Taken Date | 03/14/2024 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 03/14/2024 |
| Sample type | Department Acceptance | A brief description of the sample | Structural Backfill |
| The quantity of what the sample constitutes | 142 sq. yd. | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Philip | Last name of sampler or witnessed by | Maquiran |
| Title of sampler | MREA | Telephone number of sampler | (213) 358-1518 |
| Laboratory sample identification | 24-0459 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | C.A Rasmussen INC. | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various locations at Structural Backfill | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-03-14-14
DIME Test ID: 2024-03-14-14-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-03-14
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 03/14/2024
In-place wet density: 2.14
Highest adjust wet density: 2.26
% Moisture: 9.2 %
Optimum Moisture: 9.2 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/14/2024 ✔