Summary for Test 2023-06-06-9-1
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 | Not set |
| 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 | 06/06/2023 | Sample Unique Key | 9 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 06/06/2023 |
| Sample type | Acceptance | A brief description of the sample | Embankment |
| The quantity of what the sample constitutes | 2050 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 | 23-0802 | 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 |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Embankment |
|---|---|---|---|
| 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: 2023-06-06-9
DIME Test ID: 2023-06-06-9-1
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: 2023-06-07
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: 06/06/2023
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 6
Depth: 12
Material No.: no data
Material Type: Embankment
Impact By: Michelangelo Sese
Standard Count Density: 2349 g/cc
Count or Density 1: 2.4 g/cc
Count or Density 2: 2.37 g/cc
Count or Density 3: 2.34 g/cc
Standard Count Moisture: 644 g/cc
Moisture Count 1: 0.16 g/cc
Moisture Count 2: 0.13 g/cc
Moisture Count 3: 0.14 g/cc
Sum of Count or Density: 7.11 g/cc
Average of Count or Density: 2.37 g/cc
Sum of Moisture Count: 0.43 g/cc
Average of Moisture Count: 0.14 g/cc
Calculated Percent Relative Compaction: 98.3 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters): NB Rte. 1 in Malibu
Trancas Creek Bridge
Abutment #1
Test was verified on 6/7/2023 ✔