Summary for Test 2022-04-20-26-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214486 DEA: 080K1224 EFIS: 0815000244 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-R28.6/37.5 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT |
| Location Description | SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 04/20/2022 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 04/20/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Soil |
| The quantity of what the sample constitutes | 8100 SQF | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | omar | Last name of sampler or witnessed by | G |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 04202022 TEST 05 | 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 |
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: 2022-04-20-26
DIME Test ID: 2022-04-20-26-1
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: 2022-04-25
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: omar G G
Date of test: 04/20/2022
Gage No.: 30698
Test No.: 5
Nuclear By: omar G G
Non-Bias Plan No.: 10
Depth: 6
Material No.: NATIVE
Material Type: CUT AND ROLL
Impact By: omar G G
Standard Count Density: 1850 g/cc
Count or Density 1: 1440 g/cc
Count or Density 2: 1441 g/cc
Count or Density 3: 1461 g/cc
Standard Count Moisture: 646 g/cc
Moisture Count 1: 68 g/cc
Moisture Count 2: 66 g/cc
Moisture Count 3: 71 g/cc
Density: 2.15
Moisture: 0.08
Sum of Count or Density: 4342.00 g/cc
Average of Count or Density: 1447.00 g/cc
Sum of Moisture Count: 205.00 g/cc
Average of Moisture Count: 68.00 g/cc
Count Ratio Density: 0.78
Count Ratio Moisture: 0.11
Calculated Percent Relative Compaction: 96.9 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/25/2022 ✔