Summary for Test 2025-09-24-29-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995193 DEA: 07356604 EFIS: 0719000026 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-605-R10.2/20.2 |
| Award Date | 04/04/2024 |
| Closeout Date | Not set |
| Work Description | LANE & SLAB REPLACEMENT, COLD PLANE & HMA OVERLAY. |
| Location Description | LOS ANGELES COUNTY IN SANTA FE SPRINGS, PICO RIVERA, WHITTIER, CITY OF INDUSTRY AND EL MONTE FROM TELEGRAPH ROAD UNDERCROSSING TO ROUTE 605/10 SEPARATION |
| QA Service Level | 1 (Verified on 10/03/2023) |
Sample Information
| Sample Taken Date | 09/24/2025 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 09/24/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Class 2 Aggregate Base |
| The quantity of what the sample constitutes | 486 SY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Michael | Last name of sampler or witnessed by | Dillon |
| Title of sampler | Materials Tester | Telephone number of sampler | 909-701-8239 |
| Laboratory sample identification | 25-3133 | 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 | NB 605 Rose Hills On-Ramp Gore Area | 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 | Class 2 aggregate base | 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: 2025-09-24-29
DIME Test ID: 2025-09-24-29-1
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: 2025-09-25
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Michael Dillon
Date of test: 09/24/2025
Gage No.: 6901
Test No.: 1
Nuclear By: Michael Dillon
Non-Bias Plan No.: 1
Depth: 6"
Material No.: Class 2 Aggregate Base
Material Type: Class 2 Aggregate Base
Impact By: Michael Dillon
Standard Count Density: 8539 g/cc
Count or Density 1: 9519 g/cc
Count or Density 2: 9307 g/cc
Count or Density 3: 10337 g/cc
Standard Count Moisture: 19271 g/cc
Moisture Count 1: 3484 g/cc
Moisture Count 2: 3364 g/cc
Moisture Count 3: 3164 g/cc
Sum of Count or Density: 29163 g/cc
Average of Count or Density: 9721 g/cc
Sum of Moisture Count: 10012 g/cc
Average of Moisture Count: 3337.33 g/cc
Calculated Percent Relative Compaction: 95.1 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/25/2025 ✔