Summary for Test 2022-08-11-34-2
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 993387 DEA: 07323404 EFIS: 0716000064 |
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DIST-CO-RTE-PM | 07-LA-5-R59.5/R67.9 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT. |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING |
QA Service Level | 1 (Verified on 12/06/2021) |
Sample Information
Sample Taken Date | 08/11/2022 | Sample Unique Key | 34 |
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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 | 08/11/2022 |
Sample type | Quality Assurance | A brief description of the sample | Existing Subgrade |
The quantity of what the sample constitutes | 18,000 SQ FT. | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Ian | Last name of sampler or witnessed by | Snyder |
Title of sampler | Field Materials Tester | Telephone number of sampler | 15628339318 |
Laboratory sample identification | 22-2096 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Existing Subgrade | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
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-placed material | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-08-11-34
DIME Test ID: 2022-08-11-34-2
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: 2022-08-15
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Ian Snyder
Date of test: 08/11/2022
Sum of Count or Density: no data
Average of Count or Density: no data
Sum of Moisture Count: no data
Average of Moisture Count: no data
Count Ratio Density: no data
Count Ratio Moisture: no data
Calculated Percent Relative Compaction: 94.9 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): In-place wet density of 2.23 vs maximum wet density of 2.35.
Test was verified on 8/15/2022 ✔