Summary for Test 2022-03-02-22-1
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 | 03/02/2022 | Sample Unique Key | 22 |
---|---|---|---|
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 | 03/02/2022 |
Sample type | Quality Assurance | A brief description of the sample | Soil |
The quantity of what the sample constitutes | <2000 sqy | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Benjamin | Last name of sampler or witnessed by | M |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 03022022 TEST 03 | 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: 2022-03-02-22
DIME Test ID: 2022-03-02-22-1
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: 2022-03-07
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Benjamin M
Date of test: 03/02/2022
Gage No.: 33196
Test No.: 3
Nuclear By: Benjamin M
Non-Bias Plan No.: 2
Depth: 8
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: Benjamin M
Standard Count Density: 1806 g/cc
Count or Density 1: 1294 g/cc
Count or Density 2: 1262 g/cc
Count or Density 3: 1456 g/cc
Standard Count Moisture: 613 g/cc
Moisture Count 1: 133 g/cc
Moisture Count 2: 130 g/cc
Moisture Count 3: 138 g/cc
Sum of Count or Density: 4012 g/cc
Average of Count or Density: 1337 g/cc
Sum of Moisture Count: 401 g/cc
Average of Moisture Count: 134 g/cc
Count Ratio Density: 0.74
Count Ratio Moisture: 0.22
Calculated Percent Relative Compaction: 86.4 %
Reported Percent Relative Compaction: 86 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/7/2022 ✔