Summary for Test 2024-01-16-65-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 994327 DEA: 081G4704 EFIS: 0816000001 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-3.1/53.5 |
| Award Date | 01/02/2023 |
| Closeout Date | Not set |
| Work Description | STRUCTURAL CONC BR, CONC SLAB, HMA (TYPE A), ALT CRASH CUSHION SYSTEM. |
| Location Description | RIVERSIDE COUNTY NEAR LAKE ELSINORE AT MORRILL CANYON BRIDGE AND NEAR HEMET AT STRAWBERRY CREEK BRIDGE. |
| QA Service Level | 1 (Verified on 06/08/2023) |
Sample Information
| Sample Taken Date | 01/16/2024 | Sample Unique Key | 65 |
|---|---|---|---|
| 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 | 01/16/2024 |
| Sample type | Department Acceptance | A brief description of the sample | Structural Backfill |
| The quantity of what the sample constitutes | 12.9 kg | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Kalpesh Patel / | Last name of sampler or witnessed by | Mohammed Haque |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CTM 231 TEST LOCATION | 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 | Retaining Wall 1 - Strawberry Creek Bridge Sta 343+15 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-01-16-65
DIME Test ID: 2024-01-16-65-2
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-04-05
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: K. Patel / M. Haque
Date of test: 01/16/2024
In-place wet density: 2.08
Highest adjust wet density: 2.15
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters): Density Spec 90%
Test was verified on 4/5/2024 ✔