Summary for Test 2023-03-28-16-1
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 | 03/28/2023 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 03/28/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Existing Subgrade |
| The quantity of what the sample constitutes | 2075 sqft | 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 | Telephone number of sampler | ||
| Laboratory sample identification | 23-0313 | 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
DIME Sample ID: 2023-03-28-16
DIME Test ID: 2023-03-28-16-1
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: 2023-03-31
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Manuel Uy
Date of test: 03/28/2023
Gage No.: 30515
Test No.: 1
Nuclear By: Manuel Uy
Non-Bias Plan No.: 5
Depth: 9
Material No.: Existing Subgrade
Material Type: Subgrade
Impact By: Manuel Uy
Standard Count Density: 3065 g/cc
Count or Density 1: 1721 g/cc
Count or Density 2: 1944 g/cc
Count or Density 3: 1708 g/cc
Standard Count Moisture: 1070 g/cc
Moisture Count 1: 379 g/cc
Moisture Count 2: 260 g/cc
Moisture Count 3: 351 g/cc
Sum of Count or Density: 5373 g/cc
Average of Count or Density: 1791 g/cc
Sum of Moisture Count: 990 g/cc
Average of Moisture Count: 330 g/cc
Count Ratio Density: 0.58
Count Ratio Moisture: 0.31
Calculated Percent Relative Compaction: 95.6 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/31/2023 ✔
