Summary for Test 2023-02-10-1-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 214451 DEA: 07303704 EFIS: 0714000035 |
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DIST-CO-RTE-PM | 07-LA-101-8.0/27.3 |
Award Date | 12/19/2019 |
Closeout Date | 05/07/2024 |
Work Description | REPLACE CONCRETE BARRIERS. |
Location Description | THE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING |
QA Service Level | 1 (Verified on 08/12/2020) |
Sample Information
Sample Taken Date | 02/10/2023 | Sample Unique Key | 1 |
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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 | 02/10/2023 |
Sample type | Acceptance | A brief description of the sample | Subgrade |
The quantity of what the sample constitutes | 2500 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 | 23-0157 | 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 |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Subgrade |
---|---|---|---|
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
DIME Sample ID: 2023-02-10-1
DIME Test ID: 2023-02-10-1-1
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: 2023-02-10
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: 02/10/2023
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 6
Depth: 5
Material No.: no data
Material Type: Subgrade
Impact By: Michelangelo Sese
Standard Count Density: 2320 g/cc
Count or Density 1: 2.02 g/cc
Count or Density 2: 2.04 g/cc
Count or Density 3: 2.09 g/cc
Standard Count Moisture: 641 g/cc
Moisture Count 1: 0.2 g/cc
Moisture Count 2: 0.23 g/cc
Moisture Count 3: 0.19 g/cc
Sum of Count or Density: 6.15 g/cc
Average of Count or Density: 2.05 g/cc
Sum of Moisture Count: 0.62 g/cc
Average of Moisture Count: 0.21 g/cc
Calculated Percent Relative Compaction: 95.3 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): Rte. 101 Median
South of Haskell Ave.
Sta. 931+00 to Sta. 941+00
Test was verified on 2/10/2023 ✔