Summary for Test 2022-01-17-3-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214524 DEA: 07304504 EFIS: 0714000067 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-57-R0.0/R4.5 |
| Award Date | 06/11/2020 |
| Closeout Date | 04/03/2025 |
| Work Description | CONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK. |
| Location Description | LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION |
| QA Service Level | 1 (Verified on 08/12/2020) |
Sample Information
| Sample Taken Date | 01/17/2022 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 01/17/2022 |
| Sample type | Per Request | A brief description of the sample | Class 3 Base |
| The quantity of what the sample constitutes | 254 Sq. Ft. | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Manuel | Last name of sampler or witnessed by | Uy |
| Title of sampler | Field Materials Tester | Telephone number of sampler | 9495016042 |
| Laboratory sample identification | 22-0064 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Class 3 Base | 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 | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | In-place | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-01-17-3
DIME Test ID: 2022-01-17-3-2
Testing Lab: Kleinfelder, Incorporated - Los Angeles
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: 2022-01-17
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Manuel Uy
Date of test: 01/17/2022
Sum of Count or Density: 2593 g/cc
Average of Count or Density: 864 g/cc
Sum of Moisture Count: 1119 g/cc
Average of Moisture Count: 373 g/cc
Count Ratio Density: 0.28
Count Ratio Moisture: 0.35
Calculated Percent Relative Compaction: 95.3 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/17/2022 ✔