Summary for Test 2025-11-12-14-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993745 DEA: 07385204 EFIS: 0722000158 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-1.7/10.4 |
| Award Date | 07/12/2022 |
| Closeout Date | Not set |
| Work Description | PLACE MINOR CONCRETE AND HIGHWAY PLANTS. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM BEAUDRY AVENUE UNDERCROSSING TO LANKERSHIM BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
| Sample Taken Date | 11/12/2025 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 11/12/2025 |
| Sample type | Acceptance | A brief description of the sample | Structural Backfill |
| The quantity of what the sample constitutes | 24 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 | 25-3720 | 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 | Filmstrip Art Sculpture | 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 | Jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-11-12-14
DIME Test ID: 2025-11-12-14-1
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: 2025-11-12
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 11/12/2025
Gage No.: 60203
Test No.: RE-TEST
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: Random
Depth: 5
Material No.: no data
Material Type: Structural Backfill
Impact By: Michelangelo Sese
Standard Count Density: 2158 g/cc
Count or Density 1: 2.08 g/cc
Count or Density 2: 2.05 g/cc
Count or Density 3: 1.98 g/cc
Standard Count Moisture: 650 g/cc
Moisture Count 1: 0.27 g/cc
Moisture Count 2: 0.28 g/cc
Moisture Count 3: 0.24 g/cc
Sum of Count or Density: 6.11 g/cc
Average of Count or Density: 2.04 g/cc
Sum of Moisture Count: 0.79 g/cc
Average of Moisture Count: 0.26 g/cc
Calculated Percent Relative Compaction: 90.9 %
Reported Percent Relative Compaction: 91 %
General comments (publicly viewable) (Max 1000 characters): Caltrans Maintenance Yard
609 Heliotrope Dr. LA CA 90004
Filmstrip Art Sculpture
Test was verified on 11/12/2025 ✔