Summary for Test 2025-07-08-78-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1001169 DEA: 07314524 EFIS: 0722000300 COOP: 075283 |
|---|---|
| DIST-CO-RTE-PM | 07--- |
| Award Date | 07/03/2023 |
| Closeout Date | Not set |
| Work Description | I-105 METRO Express Lanes Project |
| Location Description | LA-105 PM R0.6/R10.1, LA-110 PM R14.1/R16.6 |
| QA Service Level | 2 (Verified on 04/11/2025) |
Sample Information
| Sample Taken Date | 07/08/2025 | Sample Unique Key | 78 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/08/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Native | The quantity of what the sample constitutes | 37 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 | 2132384209 | Laboratory sample identification | 25-0708 |
| 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 | WB 105 Abutment 2 Left Stanford | |
| 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 | 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: 2025-07-08-78
DIME Test ID: 2025-07-08-78-1
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: 2025-08-14
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Fernando Carranza
Date of test: 07/08/2025
Gage No.: 67731
Test No.: 2
Nuclear By: Fernando Carranza
Non-Bias Plan No.: 3
Depth: 6"
Material No.: Structural Backfill
Material Type: Native
Impact By: Fernando Carranza
Standard Count Density: 1838 g/cc
Count or Density 1: 1856 g/cc
Count or Density 2: 1911 g/cc
Count or Density 3: 1868 g/cc
Standard Count Moisture: 613 g/cc
Moisture Count 1: 129 g/cc
Moisture Count 2: 136 g/cc
Moisture Count 3: 142 g/cc
Sum of Count or Density: 5635 g/cc
Average of Count or Density: 1878.33 g/cc
Sum of Moisture Count: 407 g/cc
Average of Moisture Count: 135.67 g/cc
Calculated Percent Relative Compaction: 98.1 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/14/2025 ✔