Summary for Test 2024-05-14-27-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995157 DEA: 07353904 EFIS: 0718000307 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-405-17.6 |
| Award Date | 12/04/2023 |
| Closeout Date | 08/20/2025 |
| Work Description | SEISMIC RETROFIT OF BRIDGE, COMPOSITE COLUMN CASING AND CORE CONCRETE. |
| Location Description | LOS ANGELES COUNTY IN LAWNDALE AT ROUTE 405/107 SEPARATION |
| QA Service Level | 1 (Verified on 09/18/2023) |
Sample Information
| Sample Taken Date | 05/14/2024 | Sample Unique Key | 27 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/14/2024 | Sample type | Department Acceptance |
| A brief description of the sample | Native Material | The quantity of what the sample constitutes | 1000 cy |
| 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 | 24-1009 |
| 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 | Structural Backfill |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | CTM 231 Test Holes | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-05-14-27
DIME Test ID: 2024-05-14-27-1
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: 2024-05-14
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 05/14/2024
Gage No.: 60293
Test No.: 1
Nuclear By: Chad Chotibhongs
Non-Bias Plan No.: 2
Depth: 11"
Material No.: On-site
Material Type: Native Material
Impact By: Chad Chotibhongs
Standard Count Density: 2090 g/cc
Count or Density 1: 2.12 g/cc
Count or Density 2: 2.15 g/cc
Count or Density 3: 2.16 g/cc
Count or Density 4: 2.17 g/cc
Count or Density 5: 2.07 g/cc
Standard Count Moisture: 631 g/cc
Moisture Count 1: 0.07 g/cc
Moisture Count 2: 0.12 g/cc
Moisture Count 3: 0.16 g/cc
Moisture Count 4: 0.15 g/cc
Moisture Count 5: 0.18 g/cc
Sum of Count or Density: 10.67 g/cc
Average of Count or Density: 2.13 g/cc
Sum of Moisture Count: 0.68 g/cc
Average of Moisture Count: 0.14 g/cc
Calculated Percent Relative Compaction: 96.6 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/14/2024 ✔