Summary for Test 2025-04-08-5-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000392 DEA: 07349904 EFIS: 0718000167 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-710-6.0/14.1 |
| Award Date | 09/12/2024 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT MVPS, MGS, ROCK BLANKETS,AND PAVE BEYOND THE GORE. |
| Location Description | LOS ANGELES COUNTY IN LONG BEACH AND COMPTOM FROM SHORELINE DRIVE TO 0.2 MILE NORTH OF ALONDRA BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/12/2024) |
Sample Information
| Sample Taken Date | 04/08/2025 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/08/2025 | Sample type | Acceptance |
| A brief description of the sample | Aggregate Base | The quantity of what the sample constitutes | 96 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jacinto |
| Last name of sampler or witnessed by | Villanueva | Title of sampler | TEC |
| Telephone number of sampler | 6268612347 | Laboratory sample identification | 25-1097 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | West Coast Public Works | |
| 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 | aggregate base |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | from various location at Aggregate Base | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-04-08-5
DIME Test ID: 2025-04-08-5-2
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: 2025-04-08
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 04/08/2025
Gage No.: 60247
Test No.: 1
Nuclear By: Jacinto Villanueva
Non-Bias Plan No.: 5
Depth: 7
Material No.: jobsite
Material Type: aggregate base
Impact By: Jacinto Villanueva
Standard Count Density: 2033 g/cc
Count or Density 1: 1.94 g/cc
Count or Density 2: 2 g/cc
Count or Density 3: 2.06 g/cc
Standard Count Moisture: 643 g/cc
Moisture Count 1: 0.19 g/cc
Moisture Count 2: 0.17 g/cc
Moisture Count 3: 0.18 g/cc
Sum of Count or Density: 6 g/cc
Average of Count or Density: 2 g/cc
Sum of Moisture Count: 0.54 g/cc
Average of Moisture Count: 0.18 g/cc
Calculated Percent Relative Compaction: 94.3 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/8/2025 ✔