Summary for Test 2022-02-02-6-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
| Sample Taken Date | 02/02/2022 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 02/02/2022 |
| Sample type | 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 | EB 210 Polk on ramp MVP 9 |
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 | at test holes around MVP | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-02-02-6
DIME Test ID: 2022-02-02-6-2
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: 2022-02-02
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: 02/02/2022
Gage No.: 60247
Test No.: 1
Nuclear By: LR Collier
Non-Bias Plan No.: 6
Depth: 5
Material No.: Subgrade
Material Type: Native
Impact By: LR Collier
Standard Count Density: 2173 g/cc
Count or Density 1: 2.16 g/cc
Count or Density 2: 2.16 g/cc
Count or Density 3: 2.24 g/cc
Standard Count Moisture: 644 g/cc
Moisture Count 1: 0.16 g/cc
Moisture Count 2: 0.14 g/cc
Moisture Count 3: 0.16 g/cc
Sum of Count or Density: 6.56 g/cc
Average of Count or Density: 2.19 g/cc
Sum of Moisture Count: 0.46 g/cc
Average of Moisture Count: 0.15 g/cc
Calculated Percent Relative Compaction: 97.6 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/2/2022 ✔