Summary for Test 2025-02-18-10-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995085 DEA: 07322904 EFIS: 0716000059 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-27-0.0/18.6 |
| Award Date | 11/06/2023 |
| Closeout Date | Not set |
| Work Description | REMOVE EXISTING AC PAVEMENT & HMA OVERLAY. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR LOS ANGELES FROM ROUTE 1 TO DEVONSHIRE STREET |
| QA Service Level | 1 (Verified on 09/11/2023) |
Sample Information
| Sample Taken Date | 02/18/2025 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/18/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Native Soil | The quantity of what the sample constitutes | Native Subgrade |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | LR |
| Last name of sampler or witnessed by | Collier | Title of sampler | TET |
| Telephone number of sampler | 4242327257 | Laboratory sample identification | |
| Linked DIME Sample ID | 25-0575 | The fabricator/manufacturer/facility name | CA Rasmussen Inc. |
| 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 | Jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-02-18-10
DIME Test ID: 2025-02-18-10-2
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: 2025-02-19
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: LR Collier
Date of test: 02/19/2025
Gage No.: 30936
Test No.: 25-0575
Nuclear By: L.R. Collier
Non-Bias Plan No.: random
Depth: 6"
Material No.: na
Material Type: Subgrade
Impact By: L.R. Collier
Standard Count Density: 1818 g/cc
Count or Density 1: 1.79 g/cc
Count or Density 2: 2 g/cc
Count or Density 3: 1.93 g/cc
Standard Count Moisture: 555 g/cc
Moisture Count 1: 0.15 g/cc
Moisture Count 2: 0.21 g/cc
Moisture Count 3: 0.19 g/cc
Sum of Count or Density: 5.72 g/cc
Average of Count or Density: 1.91 g/cc
Sum of Moisture Count: 0.55 g/cc
Average of Moisture Count: 0.18 g/cc
Calculated Percent Relative Compaction: 89 %
Reported Percent Relative Compaction: 89 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/19/2025 ✔