Summary for Test 2022-12-14-10-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 214341 DEA: 081J2004 EFIS: 0817000237 |
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DIST-CO-RTE-PM | 08-SBD-15-R21.5/R22.0 |
Award Date | 11/16/2021 |
Closeout Date | Not set |
Work Description | EXTEND DECELARATION LANE |
Location Description | SAN BERNARDINO COUNTY NEAR HESPERIA FROM 0.1 MILE NORTH OF ROUTE 15/138 SEPARATION TO GISH OVERHEAD |
QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
Sample Taken Date | 12/14/2022 | Sample Unique Key | 10 |
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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 | 12/14/2022 |
Sample type | Quality Assurance | A brief description of the sample | Soil |
The quantity of what the sample constitutes | 990SQF | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Eduardo | Last name of sampler or witnessed by | gormez |
Title of sampler | Caltrans Consultant | Telephone number of sampler | |
Laboratory sample identification | 12142022 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 | |
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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: 2022-12-14-10
DIME Test ID: 2022-12-14-10-1
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: 2022-12-16
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Eduardo gormez
Date of test: 12/14/2022
Gage No.: 67731
Test No.: 1
Nuclear By: eduardo gomez
Non-Bias Plan No.: 10
Depth: 8
Material No.: IMPORT
Material Type: STRUCTURALL BACKFILL
Impact By: eduardo Gomez
Standard Count Density: 1940 g/cc
Count or Density 1: 724 g/cc
Count or Density 2: 893 g/cc
Count or Density 3: 982 g/cc
Standard Count Moisture: 619 g/cc
Moisture Count 1: 114 g/cc
Moisture Count 2: 91 g/cc
Moisture Count 3: 85 g/cc
Sum of Count or Density: 2599.00 g/cc
Average of Count or Density: 866.00 g/cc
Sum of Moisture Count: 290.00 g/cc
Average of Moisture Count: 97.00 g/cc
Count Ratio Density: 0.45
Count Ratio Moisture: 0.16
Calculated Percent Relative Compaction: 95.8 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/16/2022 ✔