Summary for Test 2023-01-24-6-1
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 | 01/24/2023 | Sample Unique Key | 6 |
---|---|---|---|
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 | 01/24/2023 |
Sample type | Quality Assurance | A brief description of the sample | Soil |
The quantity of what the sample constitutes | 10140SQF | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Ferrnando | Last name of sampler or witnessed by | Carranza |
Title of sampler | Caltrans Consultant | Telephone number of sampler | |
Laboratory sample identification | 01242023TEST 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: 2023-01-24-6
DIME Test ID: 2023-01-24-6-1
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: 2023-01-27
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: 01/24/2023
Gage No.: 25577
Test No.: 1
Nuclear By: fernando carranza
Non-Bias Plan No.: 3
Depth: 7
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: fernando carranza
Standard Count Density: 1534 g/cc
Count or Density 1: 912 g/cc
Count or Density 2: 884 g/cc
Count or Density 3: 947 g/cc
Count or Density 4: 892 g/cc
Count or Density 5: 934 g/cc
Standard Count Moisture: 644 g/cc
Moisture Count 1: 116 g/cc
Moisture Count 2: 104 g/cc
Moisture Count 3: 118 g/cc
Moisture Count 4: 113 g/cc
Moisture Count 5: 107 g/cc
Sum of Count or Density: 4569.00 g/cc
Average of Count or Density: 914.00 g/cc
Sum of Moisture Count: 558.00 g/cc
Average of Moisture Count: 112.00 g/cc
Count Ratio Density: 0.60
Count Ratio Moisture: 0.17
Calculated Percent Relative Compaction: 97.4 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/27/2023 ✔