Summary for Test 2025-02-21-3-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000301 DEA: 07333704 EFIS: 0716000316 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-138-43.4/51.4 |
| Award Date | 07/30/2024 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT ADA CURB RAMPS, SIDEWALK, AND DRIVEWAY. |
| Location Description | LOS ANGELES COUNTY IN PALMDALE FROM ROUTE 14 JUNCTION (SOUTH) TO AVENUE T |
| QA Service Level | 1 (Verified on 08/12/2024) |
Sample Information
| Sample Taken Date | 02/21/2025 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/21/2025 | Sample type | Quality Assurance |
| A brief description of the sample | coarse aggregate | The quantity of what the sample constitutes | Agg Base |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | LR |
| Last name of sampler or witnessed by | Collier | Title of sampler | TET |
| Telephone number of sampler | 4242327257 | Laboratory sample identification | |
| Linked DIME Sample ID | 25-0607 | 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Jobsite |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | na | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-02-21-3
DIME Test ID: 2025-02-21-3-2
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: 2025-02-23
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: LR Collier
Date of test: 02/23/2025
Gage No.: 30936
Test No.: 25-0607
Nuclear By: L.R. Collier
Non-Bias Plan No.: 1
Depth: 3"
Material No.: na
Material Type: Agg Base
Impact By: L.R. Collier
Standard Count Density: 1818 g/cc
Count or Density 1: 1.99 g/cc
Count or Density 2: 1.98 g/cc
Count or Density 3: 1.97 g/cc
Standard Count Moisture: 555 g/cc
Moisture Count 1: 0.2 g/cc
Moisture Count 2: 0.23 g/cc
Moisture Count 3: 0.25 g/cc
Sum of Count or Density: 5.94 g/cc
Average of Count or Density: 1.98 g/cc
Sum of Moisture Count: 0.68 g/cc
Average of Moisture Count: 0.23 g/cc
Calculated Percent Relative Compaction: 90.6 %
Reported Percent Relative Compaction: 91 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/23/2025 ✔