Summary for Test 2022-12-02-5-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 214486 DEA: 080K1224 EFIS: 0815000244 |
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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 | 12/02/2022 | Sample Unique Key | 5 |
---|---|---|---|
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 | 12/02/2022 |
Sample type | Quality Assurance | A brief description of the sample | Soil |
The quantity of what the sample constitutes | 30SQF | 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 | 12022022 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 |
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
DIME Sample ID: 2022-12-02-5
DIME Test ID: 2022-12-02-5-1
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: 2022-12-05
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: larry francisco
Date of test: 12/02/2022
Gage No.: 33236
Test No.: 1
Nuclear By: larry francisco
Non-Bias Plan No.: 1
Depth: 8
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: LARRY FRANCISCO
Standard Count Density: 1829 g/cc
Count or Density 1: 822 g/cc
Count or Density 2: 782 g/cc
Count or Density 3: 791 g/cc
Standard Count Moisture: 659 g/cc
Moisture Count 1: 82 g/cc
Moisture Count 2: 87 g/cc
Moisture Count 3: 89 g/cc
Density: 2.23
Moisture: 0.11
Sum of Count or Density: 2395.00 g/cc
Average of Count or Density: 798.00 g/cc
Sum of Moisture Count: 258.00 g/cc
Average of Moisture Count: 86.00 g/cc
Count Ratio Density: 0.44
Count Ratio Moisture: 0.13
Calculated Percent Relative Compaction: 97.8 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/5/2022 ✔