Summary for Test 2023-02-02-13-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993607 DEA: 07322604 EFIS: 0716000057 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R41.3/R44.6 |
| Award Date | 05/10/2022 |
| Closeout Date | 03/13/2025 |
| Work Description | CONSTRUCT POLLUTION INFILTRATION AREAS AND AUSTIN VAULT SAND FILTER. |
| Location Description | LOS ANGELES COUNTY IN GLENDORA AT VARIOUS LOCATIONS FROM 0.2 MILE EAST OF BARRANCA AVENUE OVERCROSSING TO 0.1 MILE WEST OF AMELIA AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
| Sample Taken Date | 02/02/2023 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 02/02/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Subgrade |
| The quantity of what the sample constitutes | 1056 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 | 23-0111 | 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 | Subgrade |
|---|---|---|---|
| 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: 2023-02-02-13
DIME Test ID: 2023-02-02-13-1
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: 2023-02-03
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: 02/02/2023
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 6
Depth: 5
Material No.: no data
Material Type: Subgrade
Impact By: Michelangelo Sese
Standard Count Density: 2320 g/cc
Count or Density 1: 2.14 g/cc
Count or Density 2: 1.97 g/cc
Count or Density 3: 2.07 g/cc
Standard Count Moisture: 641 g/cc
Moisture Count 1: 0.24 g/cc
Moisture Count 2: 0.25 g/cc
Moisture Count 3: 0.17 g/cc
Sum of Count or Density: 6.18 g/cc
Average of Count or Density: 2.06 g/cc
Sum of Moisture Count: 0.66 g/cc
Average of Moisture Count: 0.22 g/cc
Calculated Percent Relative Compaction: 94.1 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters): EB Rte. 210 @ Sunflower Off-Ramp
Location 5 - MVP #3
Test was verified on 2/3/2023 ✔