Summary for Test 2022-10-26-55-1
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 | 10/26/2022 | Sample Unique Key | 55 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/26/2022 | Sample type | Quality Assurance |
| A brief description of the sample | Native Material | The quantity of what the sample constitutes | 2595 sq. ft. |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Harrison |
| Last name of sampler or witnessed by | Kain | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 22-2878 | |
| 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: 2022-10-26-55
DIME Test ID: 2022-10-26-55-1
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: 2022-11-08
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Harrison Kain
Date of test: 10/26/2022
Gage No.: 34188
Test No.: 1
Nuclear By: Harrison Kain
Non-Bias Plan No.: 2
Depth: 5
Material No.: Subgrade
Material Type: Native
Impact By: Harrison Kain
Standard Count Density: 1728 g/cc
Count or Density 1: 1670 g/cc
Count or Density 2: 2153 g/cc
Count or Density 3: 2035 g/cc
Standard Count Moisture: 667 g/cc
Moisture Count 1: 214 g/cc
Moisture Count 2: 283 g/cc
Moisture Count 3: 248 g/cc
Sum of Count or Density: 5858 g/cc
Average of Count or Density: 1953 g/cc
Sum of Moisture Count: 745 g/cc
Average of Moisture Count: 248 g/cc
Count Ratio Density: 1.13
Count Ratio Moisture: 0.37
Calculated Percent Relative Compaction: 95.3 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/8/2022 ✔