Summary for Test 2022-10-10-26-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 993484 DEA: 07325904 EFIS: 0716000091 |
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DIST-CO-RTE-PM | 07-LA-5-87.4 |
Award Date | 02/17/2022 |
Closeout Date | Not set |
Work Description | SEISMIC RETROFIT OF BRIDGE, WIDEN |
Location Description | IN LOS ANGELES COUNTY, NEAR KERN COUNTY LINE, AT THE TEJON PASS OVERCROSSING BRIDGE NO 53-1779 |
QA Service Level | 1 (Verified on 04/19/2022) |
Sample Information
Sample Taken Date | 10/10/2022 | Sample Unique Key | 26 |
---|---|---|---|
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 | 10/10/2022 |
Sample type | Department Acceptance | A brief description of the sample | Subgrade |
The quantity of what the sample constitutes | 76 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 | 22-2694 | 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 |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Subgrade |
---|---|---|---|
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: 2022-10-10-26
DIME Test ID: 2022-10-10-26-2
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: 2022-10-12
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 10/10/2022
In-place wet density: 2.16
Highest adjust wet density: 2.28
% Moisture: 9.3 %
Optimum Moisture: no data
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters): NB Rte. 5 @ Tejon Pass Bridge
Top of Slope of Abut #3
Test was verified on 10/12/2022 ✔