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Sample Record for 2022-06-03-19

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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: Jose Corona Structure Rep.: Luis Negrete

Sample Information

DIME Sample ID: 2022-06-03-19
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: 18000SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 06032022 TEST 04
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 2

DIME Test ID: 2022-06-03-19-1
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 Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
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 1151 g/cc
Count or Density 2 1288 g/cc
Count or Density 3 1426 g/cc
Count or Density 4 1309 g/cc
Count or Density 5 1290 g/cc
Standard Count Moisture 614 g/cc
Moisture Count 1 95 g/cc
Moisture Count 2 104 g/cc
Moisture Count 3 76 g/cc
Moisture Count 4 61 g/cc
Moisture Count 5 92 g/cc
Sum of Count or Density 6464.00 g/cc
Average of Count or Density 1293.00 g/cc
Sum of Moisture Count 428.00 g/cc
Average of Moisture Count 86.00 g/cc
Count Ratio Density 0.66
Count Ratio Moisture 0.14
Calculated Percent Relative Compaction 97.1 %
Reported Percent Relative Compaction 97 %

Test 2 of 2

DIME Test ID: 2022-06-03-19-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/13/2022
Date Tested: 06/03/2022
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.03
Highest adjust wet density 2.08
Relative compaction 98
% Moisture no data
Optimum Moisture 1.0 %