Summary for Test 2023-02-09-15-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993607 DEA: 07322604 EFIS: 0716000057 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R41.3/R44.6 |
| Award Date | 05/10/2022 |
| Closeout Date | 03/13/2025 |
| Work Description | CONSTRUCT POLLUTION INFILTRATION AREAS AND AUSTIN VAULT SAND FILTER. |
| Location Description | LOS ANGELES COUNTY IN GLENDORA AT VARIOUS LOCATIONS FROM 0.2 MILE EAST OF BARRANCA AVENUE OVERCROSSING TO 0.1 MILE WEST OF AMELIA AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
| Sample Taken Date | 02/09/2023 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/09/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Subgrade | The quantity of what the sample constitutes | 72 sq. yd |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Philip |
| Last name of sampler or witnessed by | Maquiran | Title of sampler | MREA |
| Telephone number of sampler | (213) 358-1518 | Laboratory sample identification | 23-0145 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Sema 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 | |
|---|---|---|---|
| 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: 2023-02-09-15
DIME Test ID: 2023-02-09-15-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Test Release Date: 2023-02-09
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 02/09/2023
Sum of Count or Density: 6.26 g/cc
Average of Count or Density: 2.09 g/cc
Sum of Moisture Count: 0.51 g/cc
Average of Moisture Count: 0.17 g/cc
Calculated Percent Relative Compaction: 95.4 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/9/2023 ✔