Summary for Test 2022-03-11-62-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215813 DEA: 072055C4 EFIS: 0714000278 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-2-14.1/14.8 |
| Award Date | 08/11/2021 |
| Closeout Date | 08/01/2023 |
| Work Description | LANDSCAPE, INSTALL CONCRETE BARRIERS AND ELECTRICAL. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM 0.1 MILE WEST OF GLENDALE BOULEVARD UNDERSCROSSING TO ROSEBUD AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
| Sample Taken Date | 03/11/2022 | Sample Unique Key | 62 |
|---|---|---|---|
| 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 | 03/11/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Native Subgrade |
| The quantity of what the sample constitutes | na | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | LR | Last name of sampler or witnessed by | Collier |
| Title of sampler | TET | Telephone number of sampler | 14242327257 |
| Laboratory sample identification | 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 | SB 2 at Glendale Bl | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | CTM 231 test locations | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-03-11-62
DIME Test ID: 2022-03-11-62-2
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: 2022-05-19
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: LR Collier
Date of test: 03/11/2022
Gage No.: 30936
Test No.: 22-0466
Nuclear By: LR Collier
Non-Bias Plan No.: 2
Depth: 5
Material No.: Native
Material Type: Subgrade
Impact By: LR Collier
Standard Count Density: 1963 g/cc
Count or Density 1: 2.11 g/cc
Count or Density 2: 1.99 g/cc
Count or Density 3: 2.12 g/cc
Standard Count Moisture: 556 g/cc
Moisture Count 1: 0.16 g/cc
Moisture Count 2: 0.17 g/cc
Moisture Count 3: 0.17 g/cc
Sum of Count or Density: 6.22 g/cc
Average of Count or Density: 2.07 g/cc
Sum of Moisture Count: 0.5 g/cc
Average of Moisture Count: 0.17 g/cc
Calculated Percent Relative Compaction: 94.7 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/19/2022 ✔