Summary for Test 2025-05-28-70-1
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 | 05/28/2025 | Sample Unique Key | 70 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/28/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Native | The quantity of what the sample constitutes | 82 SY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Rigoberto |
| Last name of sampler or witnessed by | Arroyo | Title of sampler | Materials Tester |
| Telephone number of sampler | 7605743880 | Laboratory sample identification | 25-1676 |
| 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 | HWY 150 - MP20.45 Retaining Wall #1 | |
| 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 | 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: 2025-05-28-70
DIME Test ID: 2025-05-28-70-1
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: Rigoberto Arroyo
Date of test: 05/28/2025
Gage No.: 25577
Test No.: 1
Nuclear By: Rigoberto Arroyo
Non-Bias Plan No.: 1
Depth: 8"
Material No.: Structural Backfill
Material Type: Native
Impact By: Rigoberto Arroyo
Standard Count Density: 1447 g/cc
Count or Density 1: 788 g/cc
Count or Density 2: 738 g/cc
Count or Density 3: 772 g/cc
Standard Count Moisture: 633 g/cc
Moisture Count 1: 112 g/cc
Moisture Count 2: 118 g/cc
Moisture Count 3: 86 g/cc
Sum of Count or Density: 2298 g/cc
Average of Count or Density: 766 g/cc
Sum of Moisture Count: 316 g/cc
Average of Moisture Count: 105.33 g/cc
Calculated Percent Relative Compaction: 93 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/5/2025 ✔