Summary for Test 2023-01-25-10-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214451 DEA: 07303704 EFIS: 0714000035 |
|---|---|
| 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 | 01/25/2023 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 01/25/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Native Material |
| The quantity of what the sample constitutes | 2500 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 | Telephone number of sampler | ||
| Laboratory sample identification | 23-0075 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | n/a | 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 | CTM 231 Test Holes | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-01-25-10
DIME Test ID: 2023-01-25-10-1
Testing Lab: Alta Vista Solutions - Whittier
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: 2023-01-26
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Ian Snyder
Date of test: 01/25/2023
Gage No.: 35470
Test No.: 1
Nuclear By: Ian Snyder
Non-Bias Plan No.: 2
Depth: 5
Material No.: Existing Subgrade
Material Type: Existing Subgrade
Impact By: Ian Snyder
Standard Count Density: 1827 g/cc
Count or Density 1: 1736 g/cc
Count or Density 2: 1625 g/cc
Count or Density 3: 1682 g/cc
Standard Count Moisture: 733 g/cc
Moisture Count 1: 273 g/cc
Moisture Count 2: 243 g/cc
Moisture Count 3: 239 g/cc
Sum of Count or Density: 5043 g/cc
Average of Count or Density: 1681 g/cc
Sum of Moisture Count: 755 g/cc
Average of Moisture Count: 252 g/cc
Count Ratio Density: 0.92
Count Ratio Moisture: 0.34
Calculated Percent Relative Compaction: 95 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/26/2023 ✔