Summary for Test 2026-02-21-1-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1001440 DEA: 07370804 EFIS: 0720000139 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-30.6/31.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | REMOVE CONCRETE PAVEMENT AND BASE, AND PLACE JPCP. |
| Location Description | LOS ANGELES COUNTY IN BURBANK FROM 0.2 MILE NORTH OF SAN FERNANDO BOULEVARD TO 0.2 MILE SOUTH OF COHASSET STREET |
| QA Service Level | 1 (Verified on 08/15/2025) |
Sample Information
| Sample Taken Date | 02/21/2026 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 02/21/2026 |
| Sample type | Acceptance | A brief description of the sample | Subgrade |
| The quantity of what the sample constitutes | 12000 SF | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Michelangelo | Last name of sampler or witnessed by | Sese |
| Title of sampler | TET | Telephone number of sampler | 310-345-6204 |
| Laboratory sample identification | 26-0594 | 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 | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-02-21-1
DIME Test ID: 2026-02-21-1-1
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: 2026-02-22
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 02/21/2026
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 1
Depth: 7
Material No.: no data
Material Type: Subgrade
Impact By: Michelangelo Sese
Standard Count Density: 2208 g/cc
Count or Density 1: 2.24 g/cc
Count or Density 2: 2.2 g/cc
Count or Density 3: 2.26 g/cc
Count or Density 4: 2.32 g/cc
Count or Density 5: 2.3 g/cc
Standard Count Moisture: 647 g/cc
Moisture Count 1: 0.14 g/cc
Moisture Count 2: 0.12 g/cc
Moisture Count 3: 0.12 g/cc
Moisture Count 4: 0.14 g/cc
Moisture Count 5: 0.15 g/cc
Sum of Count or Density: 11.32 g/cc
Average of Count or Density: 2.26 g/cc
Sum of Moisture Count: 0.67 g/cc
Average of Moisture Count: 0.13 g/cc
Calculated Percent Relative Compaction: 96.3 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters): NB Rte. 5
HOV Line @ San Fernando Blvd
Test was verified on 2/22/2026 ✔