Summary for Test 2022-03-11-12-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
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DIST-CO-RTE-PM | 08-SBD-10-0.0/13.2 |
Award Date | 06/06/2018 |
Closeout Date | Not set |
Work Description | Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes |
Location Description | LA/SBD County Line to PM 13.2 near I-15 |
QA Service Level | 1 (Verified on 10/16/2019) |
Sample Information
Sample Taken Date | 03/11/2022 | Sample Unique Key | 12 |
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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 | 03/11/2022 |
Sample type | Quality Assurance | A brief description of the sample | Soil |
The quantity of what the sample constitutes | 17952SQF | From where was the sample collected | Job Site |
First name of sampler or witnessed by | omar | Last name of sampler or witnessed by | G |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 03112022 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 G |
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The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | AT THE JOB SITE | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-03-11-12
DIME Test ID: 2022-03-11-12-1
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: 2022-03-14
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: omar G G
Date of test: 03/11/2022
Gage No.: 30698
Test No.: 2
Nuclear By: omar G G
Non-Bias Plan No.: 10
Depth: 8
Material No.: NATIVE CUT AND ROLL
Material Type: SUBGRADE
Impact By: omar G G
Standard Count Density: 1861 g/cc
Count or Density 1: 1290 g/cc
Count or Density 2: 962 g/cc
Count or Density 3: 1114 g/cc
Count or Density 4: 1003 g/cc
Count or Density 5: 935 g/cc
Standard Count Moisture: 648 g/cc
Moisture Count 1: 88 g/cc
Moisture Count 2: 116 g/cc
Moisture Count 3: 82 g/cc
Moisture Count 4: 95 g/cc
Moisture Count 5: 114 g/cc
Sum of Count or Density: 5304.00 g/cc
Average of Count or Density: 1061.00 g/cc
Sum of Moisture Count: 495.00 g/cc
Average of Moisture Count: 99.00 g/cc
Count Ratio Density: 0.57
Count Ratio Moisture: 0.15
Calculated Percent Relative Compaction: 95.8 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/14/2022 ✔