Summary for Test 2025-05-10-3-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994396 DEA: 07330304 EFIS: 0716000213 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-10-22.0/30.8 |
| Award Date | 10/09/2023 |
| Closeout Date | 09/25/2025 |
| Work Description | CONSTRUCT CONCRETE BARRIER AND STRUCTURAL CONCRETE BARRIER SLAB. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.6 MILE EAST OF ROUTE 710/10 SEPARATION TO 0.3 MILE WEST OF ROUTE 10/605 SEPARATION |
| QA Service Level | 1 (Verified on 07/24/2023) |
Sample Information
| Sample Taken Date | 05/10/2025 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 05/10/2025 |
| Sample type | Acceptance | A brief description of the sample | Location11 pm26.7 Median Barrier |
| The quantity of what the sample constitutes | 16 SY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Sopheak | Last name of sampler or witnessed by | Chong |
| Title of sampler | TEC | Telephone number of sampler | 2138170174 |
| Laboratory sample identification | 25-1544 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Location11 pm26.7 Median Barrier | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Structural Backfill |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | from various locations at SBF | A detailed description of where the material sample was collected | Jobsite |
| Where the material sample would have been placed if not sampled | Jobsite |
Test Details
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DIME Sample ID: 2025-05-10-3
DIME Test ID: 2025-05-10-3-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
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: 2025-05-15
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Sopheak Chong
Date of test: 05/15/2025
Gage No.: 60137
Test No.: 1
Nuclear By: Sopheak Chong
Non-Bias Plan No.: 2
Depth: 12"
Material No.: Import
Material Type: Structural backfill
Impact By: Sopheak Chong
Standard Count Density: 2166 g/cc
Count or Density 1: 2.14 g/cc
Count or Density 2: 2.2 g/cc
Count or Density 3: 2.13 g/cc
Standard Count Moisture: 650 g/cc
Moisture Count 1: 0.06 g/cc
Moisture Count 2: 0.08 g/cc
Moisture Count 3: 7 g/cc
Sum of Count or Density: 6.47 g/cc
Average of Count or Density: 2.16 g/cc
Sum of Moisture Count: 7.14 g/cc
Average of Moisture Count: 2.38 g/cc
Calculated Percent Relative Compaction: 91.9 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/15/2025 ✔