Summary for Test 2024-01-18-5-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993122 DEA: 07322304 EFIS: 0716000054 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-110-22.8 |
| Award Date | 10/04/2021 |
| Closeout Date | 09/24/2024 |
| Work Description | CONSTRUCT AND REPLACE BRIDGE RAILS. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES AT FIFTH STREET OVERCROSSING AND AT SIXTH STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 08/04/2021) |
Sample Information
| Sample Taken Date | 01/18/2024 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/18/2024 | Sample type | Department Acceptance |
| A brief description of the sample | Native Material | The quantity of what the sample constitutes | 980sqft |
| 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 | 24-0190 |
| Linked DIME Sample ID | 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 | 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 | CTM 231 test locations | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-01-18-5
DIME Test ID: 2024-01-18-5-2
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: 2024-01-18
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: 01/18/2024
Gage No.: 60293
Test No.: 2
Nuclear By: Chad Chotibhongs
Non-Bias Plan No.: 2
Depth: 6"
Material No.: On-site
Material Type: Native Material
Impact By: Chad Chotibhongs
Standard Count Density: 2091 g/cc
Count or Density 1: 2.37 g/cc
Count or Density 2: 2.35 g/cc
Count or Density 3: 2.33 g/cc
Standard Count Moisture: 630 g/cc
Moisture Count 1: 0.08 g/cc
Moisture Count 2: 0.1 g/cc
Moisture Count 3: 0.11 g/cc
Sum of Count or Density: 7.05 g/cc
Average of Count or Density: 2.35 g/cc
Sum of Moisture Count: 0.29 g/cc
Average of Moisture Count: 0.1 g/cc
Calculated Percent Relative Compaction: 98.3 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/18/2024 ✔