Summary for Test 2025-07-17-76-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 208712 DEA: 07210600 EFIS: 0700020800 COOP: 4886 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-71-0.5-4.5 |
| Award Date | Not set |
| Closeout Date | 06/16/2021 |
| Work Description | Would add one mixed flow and one HOV lane each direction on SR 71. Caltrans and LA Metro Transportation Authority have made a joint determination to cancel procurement of this and other Accelerated Regional Transportation Improvements (ARTI) Projects. |
| Location Description | ON ROUTE 71 FROM ROUTE 10 TO ROUTE 60 INTERCHANGE |
| QA Service Level | 1 (Verified on 06/16/2021) |
Sample Information
| Sample Taken Date | 07/17/2025 | Sample Unique Key | 76 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/17/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Class 3 Aggregate Base | The quantity of what the sample constitutes | 1,907 SY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Kristopher |
| Last name of sampler or witnessed by | Martinez | Title of sampler | Materials Tester |
| Telephone number of sampler | 213-500-4518 | Laboratory sample identification | 25-2305 |
| 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 | South Bound Between Mission blvd & Rio Ranch exit | |
| 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: 2025-07-17-76
DIME Test ID: 2025-07-17-76-1
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: 2025-07-30
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Kristopher Martinez
Date of test: 07/17/2025
Gage No.: 67731
Test No.: 1
Nuclear By: Kristopher Martinez
Non-Bias Plan No.: 6
Depth: 7"
Material No.: Class 3 Aggregate Base
Material Type: Class 3 Aggregate Base
Impact By: Kristopher Martinez
Standard Count Density: 1840 g/cc
Count or Density 1: 1288 g/cc
Count or Density 2: 1387 g/cc
Count or Density 3: 1165 g/cc
Count or Density 4: 1374 g/cc
Count or Density 5: 1301 g/cc
Standard Count Moisture: 610 g/cc
Moisture Count 1: 89 g/cc
Moisture Count 2: 66 g/cc
Moisture Count 3: 71 g/cc
Moisture Count 4: 89 g/cc
Moisture Count 5: 103 g/cc
Sum of Count or Density: 6515 g/cc
Average of Count or Density: 1303 g/cc
Sum of Moisture Count: 418 g/cc
Average of Moisture Count: 83.6 g/cc
Calculated Percent Relative Compaction: 94.7 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/30/2025 ✔