Summary for Test 2025-01-09-23-2
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 | 01/09/2025 | Sample Unique Key | 23 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/09/2025 | Sample type | Acceptance |
| A brief description of the sample | Native | The quantity of what the sample constitutes | 2724 sqft |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Chad |
| Last name of sampler or witnessed by | Chotibhongs | Title of sampler | MREA |
| Telephone number of sampler | 2134076963 | Laboratory sample identification | 25-0114 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | On-site | |
| 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 | Material sampled from CTM 231 test site locations at jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-01-09-23
DIME Test ID: 2025-01-09-23-2
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: 2025-01-14
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 01/14/2025
Gage No.: 60202
Test No.: 2
Nuclear By: Chad Chotibhongs
Non-Bias Plan No.: 9
Depth: 5"
Material No.: On-site
Material Type: Native Material
Impact By: Chad Chotibhongs
Standard Count Density: 2258 g/cc
Count or Density 1: 2.15 g/cc
Count or Density 2: 2.06 g/cc
Count or Density 3: 2.2 g/cc
Standard Count Moisture: 628 g/cc
Moisture Count 1: 0.2 g/cc
Moisture Count 2: 0.14 g/cc
Moisture Count 3: 0.18 g/cc
Sum of Count or Density: 6.41 g/cc
Average of Count or Density: 2.14 g/cc
Sum of Moisture Count: 0.52 g/cc
Average of Moisture Count: 0.17 g/cc
Calculated Percent Relative Compaction: 95.4 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/14/2025 ✔