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Sample Record for 2022-11-29-22

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994068 DEA: 081C7204 EFIS: 0813000003 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R96.1/R124.3
Work Description: IMPORTED BORROW, SHOULDER BACKING, AND STRUCTURAL CONCRETE.
Location Description: SAN BERNARDINO ABOUT 22 MILES NORTHEAST OF BARSTOW AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF HARVARD ROAD OVERCROSSING TO 0.1 MILE NORTH OF RASOR ROAD OVERCROSSING
Contractor Name: SKANSKA USA CIVIL
Contractor Address: 1995 AGUA MANSA RD, RIVERSIDE, CA 92509
Resident Engineer: Thanh Pham Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-11-29-22
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: 11/29/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/29/2022
The quantity of what the sample constitutes: 180SQF
A brief description of the sample: CTM231 TEST 01
From where was the sample collected: Job Site
Laboratory sample identification: 11292022 TEST 01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company

Material Information

The fabricator's/manufacturer's product name for the sample: OMAR G
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 on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2022-11-29-22-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/02/2022
Date Tested: 11/29/2022
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: density spec 90%
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1800 g/cc
Count or Density 1 1021 g/cc
Count or Density 2 1246 g/cc
Count or Density 3 1129 g/cc
Standard Count Moisture 743 g/cc
Moisture Count 1 125 g/cc
Moisture Count 2 87 g/cc
Moisture Count 3 81 g/cc
Sum of Count or Density 3396.00 g/cc
Average of Count or Density 1132.00 g/cc
Sum of Moisture Count 293.00 g/cc
Average of Moisture Count 98.00 g/cc
Count Ratio Density 0.63
Count Ratio Moisture 0.13
Calculated Percent Relative Compaction 90 %
Reported Percent Relative Compaction 90 %

Test 2 of 2

DIME Test ID: 2022-11-29-22-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/02/2022
Date Tested: 11/29/2022
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 1.99
Highest adjust wet density 2.21
Relative compaction 90
% Moisture no data
Optimum Moisture 1.0 %