Summary for Test 2022-12-20-10-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214341 DEA: 081J2004 EFIS: 0817000237 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-R21.5/R22.0 |
| Award Date | 11/16/2021 |
| Closeout Date | 10/02/2024 |
| Work Description | EXTEND DECELARATION LANE |
| Location Description | SAN BERNARDINO COUNTY NEAR HESPERIA FROM 0.1 MILE NORTH OF ROUTE 15/138 SEPARATION TO GISH OVERHEAD |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 12/20/2022 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 12/20/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Soil |
| The quantity of what the sample constitutes | 1500SQF | 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 | 12202022 Test 01 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CTM 231 TEST LOCATION | 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: 2022-12-20-10
DIME Test ID: 2022-12-20-10-1
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: 2022-12-21
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: francisco Ruvaicaba Jr.
Date of test: 12/20/2022
Gage No.: 33196
Test No.: 1
Nuclear By: francisco Ruvaicaba Jr
Non-Bias Plan No.: 6
Depth: 8
Material No.: IMPORT
Material Type: SUBGRADE
Impact By: francisco Ruvaicaba Jr
Standard Count Density: 1796 g/cc
Count or Density 1: 843 g/cc
Count or Density 2: 774 g/cc
Count or Density 3: 814 g/cc
Standard Count Moisture: 755 g/cc
Moisture Count 1: 123 g/cc
Moisture Count 2: 122 g/cc
Moisture Count 3: 137 g/cc
Density: 2.31
Moisture: 0.14
Sum of Count or Density: 2431 g/cc
Average of Count or Density: 810 g/cc
Sum of Moisture Count: 382 g/cc
Average of Moisture Count: 127 g/cc
Count Ratio Density: 0.45
Count Ratio Moisture: 0.17
Calculated Percent Relative Compaction: 98.3 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/21/2022 ✔