Summary for Test 2025-04-03-49-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995038 DEA: 07347004 EFIS: 0718000092 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-710-9.6/T32.1 |
| Award Date | 09/28/2023 |
| Closeout Date | Not set |
| Work Description | DRAINAGE SYSTEM RESTORATION. |
| Location Description | LOS ANGELES COUNTY IN LONG BEACH AND PASADENA AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 08/03/2023) |
Sample Information
| Sample Taken Date | 04/03/2025 | Sample Unique Key | 49 |
|---|---|---|---|
| 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 | 04/03/2025 |
| Sample type | Acceptance | A brief description of the sample | aggregate base |
| The quantity of what the sample constitutes | 200 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 | 25-1071 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | DOJA 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 | 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: 2025-04-03-49
DIME Test ID: 2025-04-03-49-2
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: 04/03/2025
Gage No.: 60247
Test No.: 1
Nuclear By: Jacinto Villanueva
Non-Bias Plan No.: 3
Depth: 6
Material No.: jobsite
Material Type: aggregate base
Impact By: Jacinto Villanueva
Standard Count Density: 2069 g/cc
Count or Density 1: 2.11 g/cc
Count or Density 2: 1.98 g/cc
Count or Density 3: 1.84 g/cc
Standard Count Moisture: 645 g/cc
Moisture Count 1: 0.19 g/cc
Moisture Count 2: 0.19 g/cc
Moisture Count 3: 0.14 g/cc
Sum of Count or Density: 5.93 g/cc
Average of Count or Density: 1.98 g/cc
Sum of Moisture Count: 0.52 g/cc
Average of Moisture Count: 0.17 g/cc
Calculated Percent Relative Compaction: 91.9 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/8/2025 ✔