Summary for Test 2023-08-23-16-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215314 DEA: 07333004 EFIS: 0716000298 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5,5-15.1/22.9 |
| Award Date | 10/20/2022 |
| Closeout Date | 08/20/2025 |
| Work Description | PROJECT PILOT 1 |
| Location Description | LOS ANGELES COUNTY IN AND NEAR LOS ANGELES ON ROUTE 5 FROM 0.1 MILE SOUTH OF CALZONA STREET TO 0.1 MILE SOUTH OF RIVERSIDE DRIVE AND ROUTE 2 AT LOS ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER |
| QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
| Sample Taken Date | 08/23/2023 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/23/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Aggregate Base | The quantity of what the sample constitutes | 4554 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 | 23-1263 |
| 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: 2023-08-23-16
DIME Test ID: 2023-08-23-16-1
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: 2023-08-23
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: 08/23/2023
Gage No.: 30935
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 3
Depth: 12
Material No.: no data
Material Type: Aggregate Base
Impact By: Michelangelo Sese
Standard Count Density: 2157 g/cc
Count or Density 1: 1.97 g/cc
Count or Density 2: 1.93 g/cc
Count or Density 3: 2.04 g/cc
Standard Count Moisture: 626 g/cc
Moisture Count 1: 0.11 g/cc
Moisture Count 2: 0.14 g/cc
Moisture Count 3: 0.11 g/cc
Sum of Count or Density: 5.94 g/cc
Average of Count or Density: 1.98 g/cc
Sum of Moisture Count: 0.36 g/cc
Average of Moisture Count: 0.12 g/cc
Calculated Percent Relative Compaction: 93.4 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters): Rte. 5 SB @ Marengo St On-Ramp
Line 5KC1
Sta. 988+35 to Sta. 989+67
Test was verified on 8/23/2023 ✔