Summary for Test 2025-07-02-30-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993387 DEA: 07323404 EFIS: 0716000064 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-R59.5/R67.9 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/06/2021) |
Sample Information
| Sample Taken Date | 07/02/2025 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 07/02/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Aggregate Base |
| The quantity of what the sample constitutes | 125 SY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Manuel | Last name of sampler or witnessed by | Uy |
| Title of sampler | Materials Tester | Telephone number of sampler | 9495016042 |
| Laboratory sample identification | 25-2157 | 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 | SB I-5 Approximately 2 Mile North of Templin off-ramp Sta 3483+70 to 3482+45 | 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 | Aggregate Base | The fabricator/manufacturer designation for the sample | Compaction 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: 2025-07-02-30
DIME Test ID: 2025-07-02-30-1
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: 2025-07-23
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Manuel Uy
Date of test: 07/02/2025
Gage No.: 30515
Test No.: 1
Nuclear By: Manuel Uy
Non-Bias Plan No.: 5
Depth: 9"
Material No.: Aggregate Base
Material Type: Aggregate Base
Impact By: Manuel Uy
Standard Count Density: 2925 g/cc
Count or Density 1: 1771 g/cc
Count or Density 2: 1793 g/cc
Count or Density 3: 1850 g/cc
Standard Count Moisture: 1042 g/cc
Moisture Count 1: 369 g/cc
Moisture Count 2: 343 g/cc
Moisture Count 3: 319 g/cc
Sum of Count or Density: 5414 g/cc
Average of Count or Density: 1804.67 g/cc
Sum of Moisture Count: 1031 g/cc
Average of Moisture Count: 343.67 g/cc
Calculated Percent Relative Compaction: 95.4 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/23/2025 ✔