Summary for Test 2025-01-15-38-1
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 | 02/25/2022 |
| Closeout Date | 06/30/2026 |
| 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 | 01/15/2025 | Sample Unique Key | 38 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/15/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Base | The quantity of what the sample constitutes | 171 SY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Kreetha |
| Last name of sampler or witnessed by | Mekchai | Title of sampler | Materials Tester |
| Telephone number of sampler | 626-764-5399 | Laboratory sample identification | 25-0227 |
| 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 | ||
| 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 | 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: 2025-01-15-38
DIME Test ID: 2025-01-15-38-1
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: 2025-01-21
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Kreetha Mekchai
Date of test: 01/15/2025
Gage No.: 35470
Test No.: 1
Nuclear By: Kreetha Mekchai
Non-Bias Plan No.: 3
Depth: 8"
Material No.: Aggregate Base
Material Type: Base
Impact By: Kreetha Mekchai
Standard Count Density: 1753 g/cc
Count or Density 1: 884 g/cc
Count or Density 2: 923 g/cc
Count or Density 3: 893 g/cc
Standard Count Moisture: 733 g/cc
Moisture Count 1: 172 g/cc
Moisture Count 2: 178 g/cc
Moisture Count 3: 155 g/cc
Sum of Count or Density: 2700 g/cc
Average of Count or Density: 900 g/cc
Sum of Moisture Count: 505 g/cc
Average of Moisture Count: 168.33 g/cc
Calculated Percent Relative Compaction: 95.4 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/21/2025 ✔