Summary for Test 2023-06-02-5-1
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 | 06/02/2023 | Sample Unique Key | 5 |
---|---|---|---|
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 | 06/02/2023 |
Sample type | Department 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 | 23-0783 | 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
DIME Sample ID: 2023-06-02-5
DIME Test ID: 2023-06-02-5-1
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: 2023-06-02
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: 06/02/2023
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 2
Depth: 12
Material No.: no data
Material Type: Embankment
Impact By: Michelangelo Sese
Standard Count Density: 2322 g/cc
Count or Density 1: 2.31 g/cc
Count or Density 2: 2.25 g/cc
Count or Density 3: 2.19 g/cc
Standard Count Moisture: 654 g/cc
Moisture Count 1: 0.13 g/cc
Moisture Count 2: 0.13 g/cc
Moisture Count 3: 0.11 g/cc
Sum of Count or Density: 6.75 g/cc
Average of Count or Density: 2.25 g/cc
Sum of Moisture Count: 0.37 g/cc
Average of Moisture Count: 0.12 g/cc
Calculated Percent Relative Compaction: 94.1 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters): NB Rte. 1 PCH @ Malibu
Trancas Creek Bridge
Abutment 1
Test was verified on 6/2/2023 ✔