Summary for Test 2023-01-25-28-1
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 | 01/25/2023 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 01/25/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Soil |
| The quantity of what the sample constitutes | 17600SQF | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | larry | Last name of sampler or witnessed by | francisco |
| Title of sampler | TE | Telephone number of sampler | |
| Laboratory sample identification | 01252023Test 02 | 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: 2023-01-25-28
DIME Test ID: 2023-01-25-28-1
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: 2023-01-30
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: larry francisco
Date of test: 01/25/2023
Gage No.: 33196
Test No.: 2
Nuclear By: larry francisco
Non-Bias Plan No.: 1
Depth: 6
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: LARRY FRANCISCO
Standard Count Density: 1795 g/cc
Count or Density 1: 1369 g/cc
Count or Density 2: 1372 g/cc
Count or Density 3: 1411 g/cc
Count or Density 4: 1397 g/cc
Count or Density 5: 1226 g/cc
Standard Count Moisture: 765 g/cc
Moisture Count 1: 86 g/cc
Moisture Count 2: 92 g/cc
Moisture Count 3: 123 g/cc
Moisture Count 4: 124 g/cc
Moisture Count 5: 111 g/cc
Sum of Count or Density: 6775 g/cc
Average of Count or Density: 1355 g/cc
Sum of Moisture Count: 536 g/cc
Average of Moisture Count: 107 g/cc
Count Ratio Density: 0.75
Count Ratio Moisture: 0.14
Calculated Percent Relative Compaction: 95.7 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/30/2023 ✔