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Sample Record for 2022-05-26-12

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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: 2022-05-26-12
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Barstow Field Testing Laboratory
Sample Organization Contact: (760) 252-9216
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 05/26/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/26/2022
The quantity of what the sample constitutes: 16800 SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 05262022 TEST 02
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: 2022-05-26-12-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/27/2022
Date Tested: 05/26/2022
Submitted By Organization: CT D08 - Barstow Field Testing Laboratory
Organization Address: 1800 Dill Road,
Organization City: Barstow
Organization State: CA
Organization Zipcode: 92311
Organization Email: michael.yuen@dot.ca.gov
Organization Phone: (760) 252-9216
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 2008 g/cc
Count or Density 1 344 g/cc
Count or Density 2 297 g/cc
Count or Density 3 275 g/cc
Count or Density 4 315 g/cc
Count or Density 5 304 g/cc
Standard Count Moisture 607 g/cc
Moisture Count 1 101 g/cc
Moisture Count 2 84 g/cc
Moisture Count 3 91 g/cc
Moisture Count 4 84 g/cc
Moisture Count 5 88 g/cc
Sum of Count or Density 1535.00 g/cc
Average of Count or Density 307.00 g/cc
Sum of Moisture Count 448.00 g/cc
Average of Moisture Count 90.00 g/cc
Count Ratio Density 0.15
Count Ratio Moisture 0.15
Calculated Percent Relative Compaction 96 %
Reported Percent Relative Compaction 96 %

Test 2 of 2

DIME Test ID: 2022-05-26-12-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/27/2022
Date Tested: 05/26/2022
Submitted By Organization: CT D08 - Barstow Field Testing Laboratory
Organization Address: 1800 Dill Road,
Organization City: Barstow
Organization State: CA
Organization Zipcode: 92311
Organization Email: michael.yuen@dot.ca.gov
Organization Phone: (760) 252-9216
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material Yes
In-place wet density 2.25
Corrected density 2.34
Relative compaction 96
% Moisture no data
Optimum Moisture 1 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.