Summary for Test 2023-06-02-5-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 212720 DEA: 07291404 EFIS: 0712000094 |
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DIST-CO-RTE-PM | 07-LA-1-55-58 |
Award Date | 02/18/2021 |
Closeout Date | Not set |
Work Description | TRANCAS CREEK BRIDGE REPLACEMENT |
Location Description | IN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027). |
QA Service Level | 1 (Verified on 04/02/2021) |
Sample Information
Sample Taken Date | 06/02/2023 | Sample Unique Key | 5 |
---|---|---|---|
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 | 06/02/2023 |
Sample type | Department Acceptance | A brief description of the sample | Embankment |
The quantity of what the sample constitutes | 2050 SF | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Michelangelo | Last name of sampler or witnessed by | Sese |
Title of sampler | TET | Telephone number of sampler | 310-345-6204 |
Laboratory sample identification | 23-0783 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Trancas Creek Bridge |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Embankment |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Various locations | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-06-02-5
DIME Test ID: 2023-06-02-5-2
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: 2023-06-02
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 06/02/2023
In-place wet density: 2.25
Highest adjust wet density: 2.39
% Moisture: 5.8 %
Optimum Moisture: no data
Relative compaction: 94
General comments (publicly viewable) (Max 1000 characters): NB Rte. 1 PCH @ Malibu
Trancas Creek Bridge
Abutment 1
Test was verified on 6/2/2023 ✔