Summary for Test 2023-04-07-27-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 993807 DEA: 07353304 EFIS: 0718000272 |
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DIST-CO-RTE-PM | 07-LA-110-23.1 |
Award Date | 11/03/2022 |
Closeout Date | Not set |
Work Description | REPLACE BRIDGE RAILING WITH CONCRETE BARRIER. AND UPGRADE LIGHTING. |
Location Description | LOS ANGELES COUNTY IN LOS ANGELES AT THIRD STREET OVERCROSSING |
QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
Sample Taken Date | 04/07/2023 | Sample Unique Key | 27 |
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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 | 04/07/2023 |
Sample type | Department Acceptance | A brief description of the sample | Soil for Aggregate Base |
The quantity of what the sample constitutes | 40 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 | 23-0404 | 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 |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Aggregate Base |
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The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various locations at Aggregate Base | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-04-07-27
DIME Test ID: 2023-04-07-27-2
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: 04/07/2023
In-place wet density: 2.11
Highest adjust wet density: 2.21
% Moisture: 9.1 %
Optimum Moisture: 9.1 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/5/2023 ✔