Summary for Test 2025-05-22-61-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000245 DEA: 072XN104 EFIS: 0724000222 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-150- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Retaining wall repair due to landslide emergency at Route 150 in Santa Paula. |
| Location Description | Route 150 in Santa Paula. |
| QA Service Level | 1 (Verified on 04/05/2024) |
Sample Information
| Sample Taken Date | 05/22/2025 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 05/22/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Aggregate Base |
| The quantity of what the sample constitutes | 82 SY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jareerattana | Last name of sampler or witnessed by | Sirisujarittham |
| Title of sampler | Materials Tester | Telephone number of sampler | 5625649465 |
| Laboratory sample identification | 25-1655 | 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 | Retaining Wall, No.1 RTE 150 Mile 20.45 STN: 10+00 to 11+48 | 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 | 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: 2025-05-22-61
DIME Test ID: 2025-05-22-61-1
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: 2025-06-05
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jareerattana Sirisujarittham
Date of test: 05/22/2025
Gage No.: 30515
Test No.: 1
Nuclear By: Jareerattana Sirisujarittham
Non-Bias Plan No.: 8
Depth: 6"
Material No.: Structural Backfill
Material Type: Aggregate Base
Impact By: Jareerattana Sirisujarittham
Standard Count Density: 2978 g/cc
Count or Density 1: 4070 g/cc
Count or Density 2: 4732 g/cc
Count or Density 3: 4682 g/cc
Standard Count Moisture: 1068 g/cc
Moisture Count 1: 214 g/cc
Moisture Count 2: 183 g/cc
Moisture Count 3: 218 g/cc
Sum of Count or Density: 13484 g/cc
Average of Count or Density: 4494.67 g/cc
Sum of Moisture Count: 615 g/cc
Average of Moisture Count: 205 g/cc
Calculated Percent Relative Compaction: 91.7 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/5/2025 ✔