Summary for Test 2022-04-30-4-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
| Award Date | 04/03/2020 |
| Closeout Date | 06/06/2024 |
| Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
| Sample Taken Date | 04/30/2022 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/30/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Aggregate Base | The quantity of what the sample constitutes | 18000 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 | 22-1010 |
| 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: 2022-04-30-4
DIME Test ID: 2022-04-30-4-1
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: 2022-05-02
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 04/30/2022
Gage No.: 63091
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 1
Depth: 5
Material No.: no data
Material Type: Aggregate Base
Impact By: Michelangelo Sese
Standard Count Density: 1651 g/cc
Count or Density 1: 2.06 g/cc
Count or Density 2: 2.07 g/cc
Count or Density 3: 2.07 g/cc
Count or Density 4: 2.07 g/cc
Count or Density 5: 2 g/cc
Standard Count Moisture: 644 g/cc
Moisture Count 1: 0.17 g/cc
Moisture Count 2: 0.17 g/cc
Moisture Count 3: 0.17 g/cc
Moisture Count 4: 0.17 g/cc
Moisture Count 5: 0.16 g/cc
Sum of Count or Density: 10.27 g/cc
Average of Count or Density: 2.05 g/cc
Sum of Moisture Count: 0.84 g/cc
Average of Moisture Count: 0.17 g/cc
Calculated Percent Relative Compaction: 94.7 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/2/2022 ✔