Summary for Test 2022-01-25-2-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 214524 DEA: 07304504 EFIS: 0714000067 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-57-R0.0/R4.5 |
| Award Date | 06/11/2020 |
| Closeout Date | 04/03/2025 |
| Work Description | CONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK. |
| Location Description | LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION |
| QA Service Level | 1 (Verified on 08/12/2020) |
Sample Information
| Sample Taken Date | 01/25/2022 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 01/25/2022 |
| Sample type | Department Acceptance | A brief description of the sample | AB |
| The quantity of what the sample constitutes | 144 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Bryan | Last name of sampler or witnessed by | Rails |
| Title of sampler | Materials Engineer | Telephone number of sampler | 3107141137 |
| Laboratory sample identification | 22-0112 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Griffith construction | 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 | Class 3 Aggregate Base |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various locations at subgrade. | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-01-25-2
DIME Test ID: 2022-01-25-2-2
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: 2022-01-25
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Bryan Rails
Date of test: 01/25/2022
In-place wet density: 2.16
Highest adjust wet density: 2.26
% Moisture: 7.0 %
Optimum Moisture: 7.0 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters): 22-0112
Test was verified on 1/25/2022 ✔