Summary for Test 2023-01-10-12-1
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 | 01/10/2023 | Sample Unique Key | 12 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 01/10/2023 |
| Sample type | Quality Assurance | A brief description of the sample | CTM231 TEST 01 |
| The quantity of what the sample constitutes | 13000SQF | 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 | 01102023 TEST 03 | 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: 2023-01-10-12
DIME Test ID: 2023-01-10-12-1
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: 2023-01-13
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: francisco Ruvaicaba Jr.
Date of test: 01/10/2023
Gage No.: 33196
Test No.: 3
Nuclear By: francisco Ruvaicaba Jr
Non-Bias Plan No.: 4
Depth: 8
Material No.: SANDYNATIVE- SELECTED
Material Type: SUBGRADE
Impact By: francisco Ruvaicaba Jr
Standard Count Density: 1804 g/cc
Count or Density 1: 908 g/cc
Count or Density 2: 728 g/cc
Count or Density 3: 643 g/cc
Count or Density 4: 969 g/cc
Count or Density 5: 1004 g/cc
Standard Count Moisture: 769 g/cc
Moisture Count 1: 82 g/cc
Moisture Count 2: 107 g/cc
Moisture Count 3: 79 g/cc
Moisture Count 4: 89 g/cc
Moisture Count 5: 91 g/cc
Density: 2.16
Moisture: 0.09
Sum of Count or Density: 4252 g/cc
Average of Count or Density: 850 g/cc
Sum of Moisture Count: 448 g/cc
Average of Moisture Count: 90 g/cc
Count Ratio Density: 0.47
Count Ratio Moisture: 0.12
Calculated Percent Relative Compaction: 97.3 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): density spec 90%
Test was verified on 1/13/2023 ✔