Summary for Test 2025-09-25-28-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214649 DEA: 07316004 EFIS: 0715000194 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-14-60.70 |
| Award Date | 02/07/2023 |
| Closeout Date | Not set |
| Work Description | REHABILITATION FOR THE ON/OFF RAMPS AND ADJACENT SHOULDERS. UPGRADING METAL BEAM GUARDRAILS, AC DIKES, SIGN PANELS, CURB RAMPS, TRAFFIC LOOPS DETECTORS, AND SOME OTHER HIGHWAY APPURTENANCES. |
| Location Description | ROUTE 14 FROM PALMDALE BLVD TO KERN COUNTRY LINE. |
| QA Service Level | 1 (Verified on 01/29/2020) |
Sample Information
| Sample Taken Date | 09/25/2025 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 09/25/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Native Subgrade |
| The quantity of what the sample constitutes | 1,002 SY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Fernando | Last name of sampler or witnessed by | Carranza |
| Title of sampler | Materials Tester | Telephone number of sampler | 213-238-4209 |
| Laboratory sample identification | 25-3148 | 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 | SB SR-14 Ave K Straight on Ramp & Mainline | 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 | Native Subgrade | The fabricator/manufacturer designation for the sample | Compactions 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: 2025-09-25-28
DIME Test ID: 2025-09-25-28-1
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: 2025-09-26
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Fernando Carranza
Date of test: 09/25/2025
Gage No.: 25577
Test No.: 202.3
Nuclear By: Fernando Carranza
Non-Bias Plan No.: 3
Depth: 7"
Material No.: Native
Material Type: Subgrade
Impact By: Fernando Carranza
Standard Count Density: 1421 g/cc
Count or Density 1: 901 g/cc
Count or Density 2: 876 g/cc
Count or Density 3: 1025 g/cc
Count or Density 4: 983 g/cc
Count or Density 5: 1004 g/cc
Standard Count Moisture: 630 g/cc
Moisture Count 1: 96 g/cc
Moisture Count 2: 93 g/cc
Moisture Count 3: 98 g/cc
Moisture Count 4: 82 g/cc
Moisture Count 5: 90 g/cc
Sum of Count or Density: 4789 g/cc
Average of Count or Density: 957.8 g/cc
Sum of Moisture Count: 459 g/cc
Average of Moisture Count: 91.8 g/cc
Calculated Percent Relative Compaction: 95.9 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/26/2025 ✔