Summary for Test 2022-05-25-39-1
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 | 05/25/2022 | Sample Unique Key | 39 |
---|---|---|---|
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 | 05/25/2022 |
Sample type | Quality Assurance | A brief description of the sample | Soil |
The quantity of what the sample constitutes | 18000 SQF | From where was the sample collected | Job Site |
First name of sampler or witnessed by | FERNANDO | Last name of sampler or witnessed by | CARRANZA |
Title of sampler | Caltrans Consultant | Telephone number of sampler | |
Laboratory sample identification | 05252022 TEST 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 |
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
DIME Sample ID: 2022-05-25-39
DIME Test ID: 2022-05-25-39-1
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: 2022-05-27
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: FERNANDO CARRANZA
Date of test: 05/25/2022
Gage No.: 25577
Test No.: 2
Nuclear By: fernando carranza
Non-Bias Plan No.: 3
Depth: 5
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: fernando carranza
Standard Count Density: 1527 g/cc
Count or Density 1: 1375 g/cc
Count or Density 2: 1355 g/cc
Count or Density 3: 1377 g/cc
Count or Density 4: 1473 g/cc
Count or Density 5: 1329 g/cc
Standard Count Moisture: 629 g/cc
Moisture Count 1: 96 g/cc
Moisture Count 2: 99 g/cc
Moisture Count 3: 81 g/cc
Moisture Count 4: 67 g/cc
Moisture Count 5: 75 g/cc
Sum of Count or Density: 6909.00 g/cc
Average of Count or Density: 1382.00 g/cc
Sum of Moisture Count: 418.00 g/cc
Average of Moisture Count: 84.00 g/cc
Count Ratio Density: 0.91
Count Ratio Moisture: 0.13
Calculated Percent Relative Compaction: 97.3 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/27/2022 ✔