Summary for Test 2022-05-26-20-1
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 | 05/26/2022 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 05/26/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Soil |
| The quantity of what the sample constitutes | 12000 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 | 05262022 TEST 06 | 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: 2022-05-26-20
DIME Test ID: 2022-05-26-20-1
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: 2022-06-01
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: FERNANDO CARRANZA
Date of test: 05/26/2022
Gage No.: 25577
Test No.: 6
Nuclear By: fernando carranza
Non-Bias Plan No.: 3
Depth: 5
Material No.: AGGREGATE BASE
Material Type: AGGREGATE BASE
Impact By: fernando carranza
Standard Count Density: 1545 g/cc
Count or Density 1: 1539 g/cc
Count or Density 2: 1634 g/cc
Count or Density 3: 1554 g/cc
Count or Density 4: 1596 g/cc
Count or Density 5: 1615 g/cc
Standard Count Moisture: 632 g/cc
Moisture Count 1: 87 g/cc
Moisture Count 2: 90 g/cc
Moisture Count 3: 89 g/cc
Moisture Count 4: 92 g/cc
Moisture Count 5: 85 g/cc
Density: 2.10
Moisture: 0.09
Sum of Count or Density: 7938.00 g/cc
Average of Count or Density: 1588.00 g/cc
Sum of Moisture Count: 443.00 g/cc
Average of Moisture Count: 89.00 g/cc
Count Ratio Density: 1.03
Count Ratio Moisture: 0.14
Calculated Percent Relative Compaction: 96.8 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/1/2022 ✔