Summary for Test 2026-06-22-19-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000857 DEA: 07346504 EFIS: 0718000075 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-91-6.0/R20.7 |
| Award Date | 07/14/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE OVERHEAD SIGNS & SIGN STRUCTURES, CONSTRUCT MVPS & LANDSCAPING |
| Location Description | LOS ANGELES COUNTY ON ROUTE 91 AT VARIOUS LOCATIONS FROM VERMONT AVENUE IN LOS ANGELES TO THE ORANGE COUNTY LINE IN CERRITOS |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 06/22/2026 | Sample Unique Key | 19 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/22/2026 | Sample type | Acceptance |
| A brief description of the sample | Soil for Aggregate Base | The quantity of what the sample constitutes | 232 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Lou Ralph |
| Last name of sampler or witnessed by | Achuela | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 26-2121 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Security Paving | |
| 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 Aggregate Base | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-06-22-19
DIME Test ID: 2026-06-22-19-1
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: 2026-06-24
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 06/22/2026
Gage No.: 31104
Test No.: 1
Nuclear By: Lou Ralph Achuela
Non-Bias Plan No.: 2
Depth: 5''
Material No.: On-Site
Material Type: Aggregate Base
Impact By: Lou Ralph Achuela
Standard Count Density: 1929 g/cc
Count or Density 1: 1.99 g/cc
Count or Density 2: 2.11 g/cc
Count or Density 3: 1.97 g/cc
Standard Count Moisture: 655 g/cc
Moisture Count 1: 0.12 g/cc
Moisture Count 2: 0.14 g/cc
Moisture Count 3: 0.14 g/cc
Sum of Count or Density: 6.07 g/cc
Average of Count or Density: 2.02 g/cc
Sum of Moisture Count: 0.4 g/cc
Average of Moisture Count: 0.13 g/cc
Calculated Percent Relative Compaction: 97.7 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/24/2026 ✔