Summary for Test 2024-10-01-36-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995085 DEA: 07322904 EFIS: 0716000059 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-27-0.0/18.6 |
| Award Date | 11/06/2023 |
| Closeout Date | Not set |
| Work Description | REMOVE EXISTING AC PAVEMENT & HMA OVERLAY. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR LOS ANGELES FROM ROUTE 1 TO DEVONSHIRE STREET |
| QA Service Level | 1 (Verified on 09/11/2023) |
Sample Information
| Sample Taken Date | 10/01/2024 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 10/01/2024 |
| Sample type | Acceptance | A brief description of the sample | C-190, Marilla and CA-27 |
| The quantity of what the sample constitutes | 14 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 | 8189748391 |
| Laboratory sample identification | 24-3053 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Native | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | C-190, Marilla and CA-27 | 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: 2024-10-01-36
DIME Test ID: 2024-10-01-36-1
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: 2024-10-04
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: 10/04/2024
Gage No.: 31106
Test No.: 1
Nuclear By: Caesar Ramirez
Non-Bias Plan No.: 2
Depth: 6"
Material No.: Native
Material Type: Subgrade
Impact By: Caesar Ramirez
Standard Count Density: 2163 g/cc
Count or Density 1: 2.14 g/cc
Count or Density 2: 1.93 g/cc
Count or Density 3: 2.11 g/cc
Standard Count Moisture: 625 g/cc
Moisture Count 1: 0.12 g/cc
Moisture Count 2: 0.09 g/cc
Moisture Count 3: 0.13 g/cc
Sum of Count or Density: 6.18 g/cc
Average of Count or Density: 2.06 g/cc
Sum of Moisture Count: 0.34 g/cc
Average of Moisture Count: 0.11 g/cc
Calculated Percent Relative Compaction: 93.2 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/4/2024 ✔