Summary for Test 2025-07-24-45-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 210687 DEA: 07316604 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-1-41.8/42.1, 41.8-42.1 |
| Award Date | 12/31/1969 |
| Closeout Date | 08/22/2018 |
| Work Description | INSTALL RSP TO PREVENT HIGH SURF FROM DESTROYING ROADWAY SUPPORT SLOPE, TRAVEL WAY |
| Location Description | IN LA,IN MALIBU 1MILE N/O TOPANGE CNY RD |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 07/24/2025 | Sample Unique Key | 45 |
|---|---|---|---|
| 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 | 07/24/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Subgrade |
| The quantity of what the sample constitutes | 1,745 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 | 25-2391 | 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 | SR-14 NB Avenue J Mainline Lancaster | 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 | 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: 2025-07-24-45
DIME Test ID: 2025-07-24-45-1
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: 2025-07-31
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jareerattana Sirisujarittham
Date of test: 07/24/2025
Gage No.: 35470
Test No.: 191.3
Nuclear By: Jareerattana Sirisujarittham
Non-Bias Plan No.: 5
Depth: 7"
Material No.: Subgrade
Material Type: Native
Impact By: Jareerattana Sirisujarittham
Standard Count Density: 1725 g/cc
Count or Density 1: 1171 g/cc
Count or Density 2: 1153 g/cc
Count or Density 3: 1078 g/cc
Count or Density 4: 1050 g/cc
Count or Density 5: 1096 g/cc
Standard Count Moisture: 734 g/cc
Moisture Count 1: 85 g/cc
Moisture Count 2: 91 g/cc
Moisture Count 3: 100 g/cc
Moisture Count 4: 101 g/cc
Moisture Count 5: 96 g/cc
Sum of Count or Density: 5548 g/cc
Average of Count or Density: 1109.6 g/cc
Sum of Moisture Count: 473 g/cc
Average of Moisture Count: 94.6 g/cc
Calculated Percent Relative Compaction: 92.5 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/31/2025 ✔