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Sample Record for 2023-02-14-27

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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: Sal Khalil Structure Rep.: Luis Negrete

Sample Information

DIME Sample ID: 2023-02-14-27
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: 02/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/14/2023
The quantity of what the sample constitutes: 17520SQF
A brief description of the sample: SOIL
From where was the sample collected: Job Site
Laboratory sample identification: 02142023TEST 05
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:
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 Results

Test 1 of 1

DIME Test ID: 2023-02-14-27-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/17/2023
Date Tested: 02/14/2023
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 1845 g/cc
Count or Density 1 938 g/cc
Count or Density 2 912 g/cc
Count or Density 3 987 g/cc
Count or Density 4 1011 g/cc
Count or Density 5 1008 g/cc
Standard Count Moisture 590 g/cc
Moisture Count 1 110 g/cc
Moisture Count 2 107 g/cc
Moisture Count 3 116 g/cc
Moisture Count 4 109 g/cc
Moisture Count 5 111 g/cc
Sum of Count or Density 4856.00 g/cc
Average of Count or Density 971.00 g/cc
Sum of Moisture Count 553.00 g/cc
Average of Moisture Count 111.00 g/cc
Count Ratio Density 0.53
Count Ratio Moisture 0.19
Calculated Percent Relative Compaction 97.3 %
Reported Percent Relative Compaction 97 %