Summary for Test 2022-11-29-22-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994068 DEA: 081C7204 EFIS: 0813000003 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-R96.1/R124.3 |
| Award Date | 08/02/2022 |
| Closeout Date | 02/23/2024 |
| Work Description | IMPORTED BORROW, SHOULDER BACKING, AND STRUCTURAL CONCRETE. |
| Location Description | SAN BERNARDINO ABOUT 22 MILES NORTHEAST OF BARSTOW AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF HARVARD ROAD OVERCROSSING TO 0.1 MILE NORTH OF RASOR ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 09/30/2022) |
Sample Information
| Sample Taken Date | 11/29/2022 | Sample Unique Key | 22 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/29/2022 | Sample type | Quality Assurance |
| A brief description of the sample | CTM231 TEST 01 | The quantity of what the sample constitutes | 180SQF |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | francisco |
| Last name of sampler or witnessed by | Ruvaicaba | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 11292022 TEST 01 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Construction Company | |
| 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 | OMAR G |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | AT THE JOBSITE | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-11-29-22
DIME Test ID: 2022-11-29-22-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
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: 2022-12-02
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: francisco Ruvaicaba Jr.
Date of test: 11/29/2022
Gage No.: 33196
Test No.: 1
Nuclear By: francisco Ruvaicaba Jr
Non-Bias Plan No.: 10
Depth: 8
Material No.: SANDYNATIVE- SELECTED
Material Type: DRAINAGE
Impact By: francisco Ruvaicaba Jr
Standard Count Density: 1800 g/cc
Count or Density 1: 1021 g/cc
Count or Density 2: 1246 g/cc
Count or Density 3: 1129 g/cc
Standard Count Moisture: 743 g/cc
Moisture Count 1: 125 g/cc
Moisture Count 2: 87 g/cc
Moisture Count 3: 81 g/cc
Sum of Count or Density: 3396 g/cc
Average of Count or Density: 1132 g/cc
Sum of Moisture Count: 293 g/cc
Average of Moisture Count: 98 g/cc
Count Ratio Density: 0.63
Count Ratio Moisture: 0.13
Calculated Percent Relative Compaction: 90 %
Reported Percent Relative Compaction: 90 %
General comments (publicly viewable) (Max 1000 characters): density spec 90%
Test was verified on 12/2/2022 ✔