Summary for Test 2022-10-11-52-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214524 DEA: 07304504 EFIS: 0714000067 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-57-R0.0/R4.5 |
| Award Date | 06/11/2020 |
| Closeout Date | 04/03/2025 |
| Work Description | CONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK. |
| Location Description | LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION |
| QA Service Level | 1 (Verified on 08/12/2020) |
Sample Information
| Sample Taken Date | 10/11/2022 | Sample Unique Key | 52 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/11/2022 | Sample type | Quality Assurance |
| A brief description of the sample | Class 3 Aggregate Base | The quantity of what the sample constitutes | 13,048 Square Feet |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Ian |
| Last name of sampler or witnessed by | Snyder | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 22-2702 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | N/a | |
| 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | N/a |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | CTM 231 Test Holes | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2022-10-11-52
DIME Test ID: 2022-10-11-52-1
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: 2022-10-28
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Ian Snyder
Date of test: 10/11/2022
Gage No.: 37847
Test No.: 219
Nuclear By: Ian Snyder
Non-Bias Plan No.: 2
Depth: 3
Material No.: Class 3 Aggregate Base
Material Type: Class 3 Aggregate Base
Impact By: Ian Snyder
Standard Count Density: 2123 g/cc
Count or Density 1: 2232 g/cc
Count or Density 2: 2420 g/cc
Count or Density 3: 2277 g/cc
Count or Density 4: 2317 g/cc
Count or Density 5: 2191 g/cc
Standard Count Moisture: 720 g/cc
Moisture Count 1: 145 g/cc
Moisture Count 2: 148 g/cc
Moisture Count 3: 152 g/cc
Moisture Count 4: 143 g/cc
Moisture Count 5: 161 g/cc
Sum of Count or Density: 11437 g/cc
Average of Count or Density: 2287 g/cc
Sum of Moisture Count: 749 g/cc
Average of Moisture Count: 150 g/cc
Count Ratio Density: 1.08
Count Ratio Moisture: 0.21
Calculated Percent Relative Compaction: 96 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/28/2022 ✔