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Sample Record for 2022-06-03-16

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Project Information

Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-0.0/13.2
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
Contractor Name: Lane-Security Paving Joint Venture
Contractor Address: 3450 Centre Lake Drive, 1st Floor, Ontario, CA 91761
Resident Engineer: Matt Antonelli Structure Rep.: Faisal Zahlout

Sample Information

DIME Sample ID: 2022-06-03-16
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Sample Organization Contact: (760) 252-9216
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 06/03/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2022
The quantity of what the sample constitutes: 10200SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 06032022 TEST 03
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CTM 231 TEST LOCATION

Material Information

The fabricator's/manufacturer's product name for the sample: omar G G
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 Results

Test 1 of 1

DIME Test ID: 2022-06-03-16-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/13/2022
Date Tested: 06/03/2022
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria St.,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email:
Organization Phone: (951) 840-8328
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1964 g/cc
Count or Density 1 1196 g/cc
Count or Density 2 1272 g/cc
Count or Density 3 1244 g/cc
Count or Density 4 1432 g/cc
Count or Density 5 1312 g/cc
Standard Count Moisture 614 g/cc
Moisture Count 1 93 g/cc
Moisture Count 2 98 g/cc
Moisture Count 3 55 g/cc
Moisture Count 4 87 g/cc
Moisture Count 5 91 g/cc
Sum of Count or Density 6456.00 g/cc
Average of Count or Density 1291.00 g/cc
Sum of Moisture Count 424.00 g/cc
Average of Moisture Count 85.00 g/cc
Count Ratio Density 0.66
Count Ratio Moisture 0.14
Calculated Percent Relative Compaction 97.1 %
Reported Percent Relative Compaction 97 %