Summary for Test 2023-04-14-50-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 215220 DEA: 07210624 EFIS: 0719000068 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,SBD-71-1.8/R4.7&R0.0/R0.2 |
| Award Date | 02/05/2021 |
| Closeout Date | Not set |
| Work Description | PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP. |
| Location Description | IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE. |
| QA Service Level | 1 (Verified on 03/24/2021) |
Sample Information
| Sample Taken Date | 04/14/2023 | Sample Unique Key | 50 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/14/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Soil for structure backfill. | The quantity of what the sample constitutes | 357 yd2 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Rosauro |
| Last name of sampler or witnessed by | Nogoy | Title of sampler | TEC |
| Telephone number of sampler | 2137939321 | Laboratory sample identification | 23-0436 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | N/A | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Structural Backfill |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various locations at backfill. | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-04-14-50
DIME Test ID: 2023-04-14-50-2
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: 2023-05-05
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Rosauro Nogoy
Date of test: 04/14/2023
In-place wet density: 2.23
Highest adjust wet density: 2.32
% Moisture: 10.0 %
Optimum Moisture: 8.0 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/5/2023 ✔