Summary for Test 2023-02-10-15-1
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 | 02/10/2023 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/10/2023 | Sample type | Quality Assurance |
| A brief description of the sample | CTM231 TEST 01 | The quantity of what the sample constitutes | 108SQF |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | RIGOBERTO |
| Last name of sampler or witnessed by | ARROYO | Title of sampler | Caltrans Consultant |
| Telephone number of sampler | Laboratory sample identification | 02102023 TEST 04 | |
| 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 | |
|---|---|---|---|
| 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: 2023-02-10-15
DIME Test ID: 2023-02-10-15-1
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: 2023-02-15
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: RIGOBERTO ARROYO
Date of test: 02/10/2023
Gage No.: 25577
Test No.: 4
Nuclear By: RIGOBERTO ARROYO
Non-Bias Plan No.: 1
Depth: 11
Material No.: IMPORT
Material Type: DRAINAGE
Impact By: RIGOBERTO ARROYO
Standard Count Density: 1516 g/cc
Count or Density 1: 346 g/cc
Count or Density 2: 353 g/cc
Count or Density 3: 372 g/cc
Standard Count Moisture: 643 g/cc
Moisture Count 1: 76 g/cc
Moisture Count 2: 73 g/cc
Moisture Count 3: 76 g/cc
Density: 2.14
Moisture: 0.08
Sum of Count or Density: 1071 g/cc
Average of Count or Density: 357 g/cc
Sum of Moisture Count: 225 g/cc
Average of Moisture Count: 75 g/cc
Count Ratio Density: 0.24
Count Ratio Moisture: 0.12
Calculated Percent Relative Compaction: 94.4 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters): DENSITY SPEC 90%
Test was verified on 2/15/2023 ✔