Summary for Test 2025-10-28-35-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994583 DEA: 07333604 EFIS: 0716000313 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-2-2.3/14.2 |
| Award Date | 11/26/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC, PLACE HMA, REPLACE CURB RAMPS AND TRAFFIC SIGNALS. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES AT VARIOUS LOCATIONS FROM CENTINELA AVENUE TO GLENDALE BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/24/2023) |
Sample Information
| Sample Taken Date | 10/28/2025 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 10/28/2025 |
| Sample type | Acceptance | A brief description of the sample | Aggregate Base |
| The quantity of what the sample constitutes | 900 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 | 25-3511 | 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: 2025-10-28-35
DIME Test ID: 2025-10-28-35-1
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: 2025-10-28
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 10/28/2025
Gage No.: 60203
Test No.: 30-C
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 6
Depth: 6
Material No.: no data
Material Type: Aggregate Base
Impact By: Michelangelo Sese
Standard Count Density: 2221 g/cc
Count or Density 1: 1.95 g/cc
Count or Density 2: 2.04 g/cc
Count or Density 3: 1.99 g/cc
Standard Count Moisture: 649 g/cc
Moisture Count 1: 0.16 g/cc
Moisture Count 2: 0.19 g/cc
Moisture Count 3: 0.21 g/cc
Sum of Count or Density: 5.98 g/cc
Average of Count or Density: 1.99 g/cc
Sum of Moisture Count: 0.56 g/cc
Average of Moisture Count: 0.19 g/cc
Calculated Percent Relative Compaction: 94 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters): EB State Rte. 2 Santa Monica Blvd
SE corner SR-2 and Wellesley Ave
Ramp, Curb & Gutter
Test was verified on 10/28/2025 ✔