Summary for Test 2022-12-06-1-1
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 | Not set |
| 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 | 12/06/2022 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 12/06/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Structural Backfill |
| The quantity of what the sample constitutes | 1156 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 | 22-3147 | 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 | AVSF Location 8 |
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: 2022-12-06-1
DIME Test ID: 2022-12-06-1-1
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: 2022-12-06
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: 12/06/2022
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: Random
Depth: 12
Material No.: no data
Material Type: Structural Backfill
Impact By: Michelangelo Sese
Standard Count Density: 2335 g/cc
Count or Density 1: 2.04 g/cc
Count or Density 2: 2.14 g/cc
Count or Density 3: 2.12 g/cc
Standard Count Moisture: 641 g/cc
Moisture Count 1: 0.26 g/cc
Moisture Count 2: 0.25 g/cc
Moisture Count 3: 0.24 g/cc
Sum of Count or Density: 6.3 g/cc
Average of Count or Density: 2.1 g/cc
Sum of Moisture Count: 0.75 g/cc
Average of Moisture Count: 0.25 g/cc
Calculated Percent Relative Compaction: 95 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): AVSF Location 8
EB Rte. 210 pass Lone Hill On-Ramp
Sta. 0+50 to Sta. 1+18 Elevation: 911.00
Test was verified on 12/6/2022 ✔