Summary for Test 2024-04-15-25-1
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 | 04/15/2024 | Sample Unique Key | 25 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/16/2024 | Sample type | Department Acceptance |
| A brief description of the sample | Aggregate Base | The quantity of what the sample constitutes | 1380 SF |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Michelangelo |
| Last name of sampler or witnessed by | Sese | Title of sampler | TET |
| Telephone number of sampler | 310-345-6204 | Laboratory sample identification | 24-0652 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | NA | |
| 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 | Aggregate Base |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Various locations | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-04-15-25
DIME Test ID: 2024-04-15-25-1
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: 2024-04-16
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 04/16/2024
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 2
Depth: 5
Material No.: no data
Material Type: Aggregate Base
Impact By: Michelangelo Sese
Standard Count Density: 2278 g/cc
Count or Density 1: 1.98 g/cc
Count or Density 2: 2.04 g/cc
Count or Density 3: 2.01 g/cc
Standard Count Moisture: 648 g/cc
Moisture Count 1: 0.15 g/cc
Moisture Count 2: 0.16 g/cc
Moisture Count 3: 0.16 g/cc
Sum of Count or Density: 6.03 g/cc
Average of Count or Density: 2.01 g/cc
Sum of Moisture Count: 0.47 g/cc
Average of Moisture Count: 0.16 g/cc
Calculated Percent Relative Compaction: 94.8 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): SB Rte. 27
Topanga Canyon Blvd & Mayall St.
Test was verified on 4/16/2024 ✔