Summary for Test 2026-02-28-2-1
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 | 02/28/2026 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/28/2026 | Sample type | Acceptance |
| A brief description of the sample | Aggregate Base | The quantity of what the sample constitutes | 16248 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 | 26-0733 |
| 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: 2026-02-28-2
DIME Test ID: 2026-02-28-2-1
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: 2026-03-01
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: 02/28/2026
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 4
Depth: 5
Material No.: no data
Material Type: Aggregate Base
Impact By: Michelangelo Sese
Standard Count Density: 2214 g/cc
Count or Density 1: 2.07 g/cc
Count or Density 2: 2.13 g/cc
Count or Density 3: 2.12 g/cc
Count or Density 4: 2.07 g/cc
Count or Density 5: 2.06 g/cc
Standard Count Moisture: 646 g/cc
Moisture Count 1: 0.17 g/cc
Moisture Count 2: 0.17 g/cc
Moisture Count 3: 0.15 g/cc
Moisture Count 4: 0.17 g/cc
Moisture Count 5: 0.14 g/cc
Sum of Count or Density: 10.45 g/cc
Average of Count or Density: 2.09 g/cc
Sum of Moisture Count: 0.8 g/cc
Average of Moisture Count: 0.16 g/cc
Calculated Percent Relative Compaction: 94.6 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): NB Rte. 5
Line 1 & 2 from San Fernando Blvd to Buena Vista
Test was verified on 3/1/2026 ✔