Summary for Test 2025-05-07-69-1
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 | 05/07/2025 | Sample Unique Key | 69 |
|---|---|---|---|
| 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 | 05/07/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Class 3 Aggregate Base |
| The quantity of what the sample constitutes | 47 SY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Alberto | Last name of sampler or witnessed by | Pineda-Gonzalez |
| Title of sampler | Materials Tester | Telephone number of sampler | 5625078483 |
| Laboratory sample identification | 25-1458 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | N/A | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | NB Topanga Canyon Blvd & Clarendon (North East side) C-78 | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | N/A |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Class 3 Aggregate Base | The fabricator/manufacturer designation for the sample | Compaction Testing |
| The plant number | A detailed description of where the material sample was collected | Jobsite | |
| Where the material sample would have been placed if not sampled | Jobsite | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-05-07-69
DIME Test ID: 2025-05-07-69-1
Testing Lab: Alta Vista Solutions - Whittier
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: 2025-05-21
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Alberto Pineda-Gonzalez
Date of test: 05/07/2025
Gage No.: 86217
Test No.: C-78
Nuclear By: Alberto Pineda Gonzalez
Non-Bias Plan No.: 1
Depth: 8"
Material No.: Class 3 Aggregate Base
Material Type: Class 3 Aggregate Base
Impact By: Alberto Pineda-Gonzalez
Standard Count Density: 2471 g/cc
Count or Density 1: 1503 g/cc
Count or Density 2: 1479 g/cc
Count or Density 3: 1491 g/cc
Standard Count Moisture: 780 g/cc
Moisture Count 1: 198 g/cc
Moisture Count 2: 201 g/cc
Moisture Count 3: 204 g/cc
Sum of Count or Density: 4473 g/cc
Average of Count or Density: 1491 g/cc
Sum of Moisture Count: 603 g/cc
Average of Moisture Count: 201 g/cc
Calculated Percent Relative Compaction: 96.3 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/21/2025 ✔