Summary for Test 2024-06-20-149-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 994191 DEA: 081G8304 EFIS: 0816000079 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R100.8/R101.8 |
| Award Date | 02/07/2023 |
| Closeout Date | 08/29/2025 |
| Work Description | HMA, STRUCTURAL CONC, BAR REINFORCING STEEL, CRSP & IMPORTED BORROW. |
| Location Description | SAN BERNARDINO COUNTY AT ESSEX FROM 1.1 MILES EAST OF ESSEX ROAD OVERCROSSING TO 0.5 MILE EAST OF HALFWAY HILLS WASH BRIDGE |
| QA Service Level | 1 (Verified on 03/30/2023) |
Sample Information
| Sample Taken Date | 06/20/2024 | Sample Unique Key | 149 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/20/2024 | Sample type | Quality Assurance |
| A brief description of the sample | Structural Backfill | The quantity of what the sample constitutes | 50 lb |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Fernando |
| Last name of sampler or witnessed by | C. | 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 | ||
| Bid Item | Not set |
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 | Job site | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-06-20-149
DIME Test ID: 2024-06-20-149-2
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-07-12
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Fernando C.
Date of test: 06/20/2024
In-place wet density: 2.18
Highest adjust wet density: 2.18
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/12/2024 ✔