Summary for Test 2024-12-24-5-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000208 DEA: 07346004 EFIS: 0718000070 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-11.0/23.5 |
| Award Date | 07/12/2024 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT MVPS, PAVE BEYOND THE GORE, INSTALL GATES & CABLE RAILING. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM NORTH OF VINELAND AVENUE TO NORTH OF WINNETKA AVENUE |
| QA Service Level | 1 (Verified on 04/24/2024) |
Sample Information
| Sample Taken Date | 12/24/2024 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 12/24/2024 |
| Sample type | Acceptance | A brief description of the sample | NB Balboa off-ramp Location 39 19+13 to 19+98 |
| The quantity of what the sample constitutes | 133 sy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Caesar | Last name of sampler or witnessed by | Ramirez |
| Title of sampler | Transportation Engineer Civil | Telephone number of sampler | (818) 974-8391 |
| Laboratory sample identification | 24-3987 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Contractor | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | NB Balboa off-ramp Location 39 19+13 to 19+98 | Bid Item | Not set |
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 | Job Site | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-12-24-5
DIME Test ID: 2024-12-24-5-1
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: 2025-02-05
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Caesar Ramirez
Date of test: 12/24/2024
Gage No.: 31106
Test No.: 1
Nuclear By: Caesar Ramirez
Non-Bias Plan No.: 7
Depth: 5"
Material No.: Native
Material Type: Subgrade
Impact By: Caesar Ramirez
Standard Count Density: 2152 g/cc
Count or Density 1: 1.81 g/cc
Count or Density 2: 1.81 g/cc
Count or Density 3: 1.81 g/cc
Standard Count Moisture: 621 g/cc
Moisture Count 1: 0.15 g/cc
Moisture Count 2: 0.14 g/cc
Moisture Count 3: 0.15 g/cc
Sum of Count or Density: 5.43 g/cc
Average of Count or Density: 1.81 g/cc
Sum of Moisture Count: 0.44 g/cc
Average of Moisture Count: 0.15 g/cc
Calculated Percent Relative Compaction: 88.7 %
Reported Percent Relative Compaction: 88 %
General comments (publicly viewable) (Max 1000 characters): Notified inspector Sam Manila of result
Test was verified on 2/5/2025 ✔