Summary for Test 2022-04-08-26-1
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 | 04/08/2022 | Sample Unique Key | 26 |
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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 | 04/08/2022 |
Sample type | Quality Assurance | A brief description of the sample | Soil |
The quantity of what the sample constitutes | 9000 SQF | From where was the sample collected | Job Site |
First name of sampler or witnessed by | ruben | Last name of sampler or witnessed by | Lopez |
Title of sampler | Caltrans Consultant | Telephone number of sampler | |
Laboratory sample identification | 04082022 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 |
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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: 2022-04-08-26
DIME Test ID: 2022-04-08-26-1
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: 2022-04-13
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: ruben Lopez
Date of test: 04/08/2022
Gage No.: 80494
Test No.: 5
Nuclear By: RUBEN LOPEZ
Non-Bias Plan No.: 2
Depth: 6
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: RUBEN LOPEZ
Standard Count Density: 2865 g/cc
Count or Density 1: 2637 g/cc
Count or Density 2: 2230 g/cc
Count or Density 3: 2707 g/cc
Count or Density 4: 2430 g/cc
Count or Density 5: 2158 g/cc
Standard Count Moisture: 726 g/cc
Moisture Count 1: 81 g/cc
Moisture Count 2: 110 g/cc
Moisture Count 3: 77 g/cc
Moisture Count 4: 83 g/cc
Moisture Count 5: 92 g/cc
Density: 2.08
Moisture: 0.07
Sum of Count or Density: 12162.00 g/cc
Average of Count or Density: 2432.00 g/cc
Sum of Moisture Count: 443.00 g/cc
Average of Moisture Count: 89.00 g/cc
Count Ratio Density: 0.85
Count Ratio Moisture: 0.12
Calculated Percent Relative Compaction: 95.5 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/13/2022 ✔