Summary for Test 2023-07-22-7-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994803 DEA: 043J0704 EFIS: 0415000077 |
|---|---|
| DIST-CO-RTE-PM | 04-CC-80-10.1/13.5 |
| Award Date | 03/10/2023 |
| Closeout Date | 10/06/2025 |
| Work Description | Remove PCC and AC, place PCP and AC Resurfacing. |
| Location Description | Construction on State Highway in Contra Costa County in Hercules and Crockett from Route 80/4 separation to 0.1 mile west of Crockett Viaduct. |
| QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
| Sample Taken Date | 07/22/2023 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/22/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Existing Subgrade | The quantity of what the sample constitutes | 2 cyliners |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Ignacio |
| Last name of sampler or witnessed by | Arechiga | Title of sampler | Consultant Tester |
| Telephone number of sampler | 5102077252 | Laboratory sample identification | Rich_23_183 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Roadway | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Hwy 80 | |
| Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | STA 5565 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-07-22-7
DIME Test ID: 2023-07-22-7-2
Testing Lab: CT D04 - Richmond Field Laboratory
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: 2023-07-31
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: IGNACIO ARECHIGA
Date of test: 07/22/2023
Gage No.: 685
Test No.: Rich_23_183
Nuclear By: Ignacio Arechiga
Non-Bias Plan No.: 4
Depth: 8
Material No.: Native
Material Type: Subgrade
Impact By: Jack Thomas
Standard Count Density: 29446 g/cc
Count or Density 1: 28546 g/cc
Count or Density 2: 28148 g/cc
Count or Density 3: 28000 g/cc
Standard Count Moisture: 9170 g/cc
Moisture Count 1: 2943 g/cc
Moisture Count 2: 2828 g/cc
Moisture Count 3: 3024 g/cc
Sum of Count or Density: 84694 g/cc
Average of Count or Density: 28231 g/cc
Sum of Moisture Count: 8795 g/cc
Average of Moisture Count: 2932 g/cc
Count Ratio Density: 0.96
Count Ratio Moisture: 0.32
Calculated Percent Relative Compaction: 94.8 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/31/2023 ✔