Summary for Test 2025-03-28-7-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 212720 DEA: 07291404 EFIS: 0712000094 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-1-55-58 |
| Award Date | 02/18/2021 |
| Closeout Date | 04/23/2026 |
| Work Description | TRANCAS CREEK BRIDGE REPLACEMENT |
| Location Description | IN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027). |
| QA Service Level | 1 (Verified on 04/02/2021) |
Sample Information
| Sample Taken Date | 03/28/2025 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/28/2025 | Sample type | Acceptance |
| A brief description of the sample | Structural Backfill | The quantity of what the sample constitutes | 1650 SF |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Michelangelo |
| Last name of sampler or witnessed by | Sese | Title of sampler | TET |
| Telephone number of sampler | 310-345-6204 | Laboratory sample identification | 25-0943 |
| 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 | Trancas Creek Bridge | |
| 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 | Various locations | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-03-28-7
DIME Test ID: 2025-03-28-7-1
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: 2025-03-28
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 03/28/2025
Gage No.: 63092
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 2
Depth: 5
Material No.: no data
Material Type: Structural Backfill
Impact By: Michelangelo Sese
Standard Count Density: 1554 g/cc
Count or Density 1: 2.23 g/cc
Count or Density 2: 2.29 g/cc
Count or Density 3: 2.35 g/cc
Standard Count Moisture: 664 g/cc
Moisture Count 1: 0.11 g/cc
Moisture Count 2: 0.13 g/cc
Moisture Count 3: 0.13 g/cc
Sum of Count or Density: 6.87 g/cc
Average of Count or Density: 2.29 g/cc
Sum of Moisture Count: 0.37 g/cc
Average of Moisture Count: 0.12 g/cc
Calculated Percent Relative Compaction: 97.4 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): SB Rte. 1 in Malibu
Trancas Creek Bridge Abutment #1
Test was verified on 3/28/2025 ✔