Summary for Test 2024-07-14-4-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 994966 DEA: 073255U4 EFIS: 0722000129 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-605-20.2/26 |
| Award Date | 04/12/2023 |
| Closeout Date | Not set |
| Work Description | INDIVIDUAL SLAB REPLACEMENT, COLD PLANE AC |
| Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND IRWINDALE FROM ROUTE 10/605 SEPARATION TO 0.2 MILE NORTH OF ROUTE 210/605 SEPARATION |
| QA Service Level | 1 (Verified on 07/13/2023) |
Sample Information
| Sample Taken Date | 07/14/2024 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/14/2024 | Sample type | Acceptance |
| A brief description of the sample | Aggregate Base | The quantity of what the sample constitutes | 313 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Lou Ralph |
| Last name of sampler or witnessed by | Achuela | Title of sampler | TET |
| Telephone number of sampler | 2138170504 | Laboratory sample identification | 24-1898 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Peterson Chase | |
| 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 | Aggregate Base |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | from various location aggregate base | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-07-14-4
DIME Test ID: 2024-07-14-4-2
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: 2024-07-15
Test Results
Is oversize material: Yes
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 07/14/2024
In-place wet density: 2.11
Percentage passing 3/4 in. sieve: 89 %
Percentage retained on 3/4 in. sieve: 11 %
Specific gravity of material passing 3/4 in. sieve: 2.17
Specific gravity of material retained on 3/4 in. sieve: 2.54 %
% Moisture: 9.9 %
Optimum Moisture: no data
Coefficient for 3/4 in. aggregate: 1.00
Corrected density: 2.21
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/15/2024 ✔