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Sample Record for 2022-02-17-19

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Project Information

Project ID: 215109 DEA: 081C8504 EFIS: 0813000047 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-0.0/5.8
Work Description: ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS.
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 MONROE STREET, INDIO, CA 92203
Resident Engineer: Osama Abdalla Structure Rep.: Ryan Kash (Reports)

Sample Information

DIME Sample ID: 2022-02-17-19
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: 02/17/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/18/2022
The quantity of what the sample constitutes: 1325SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 02172022TEST 01
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 2

DIME Test ID: 2022-02-17-19-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/23/2022
Date Tested: 02/17/2022
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: does not comply
Additional Comments When Verified:
Standard Count Density 1991 g/cc
Count or Density 1 488 g/cc
Count or Density 2 487 g/cc
Count or Density 3 526 g/cc
Standard Count Moisture 622 g/cc
Moisture Count 1 94 g/cc
Moisture Count 2 92 g/cc
Moisture Count 3 91 g/cc
Sum of Count or Density 1501.00 g/cc
Average of Count or Density 500.00 g/cc
Sum of Moisture Count 277.00 g/cc
Average of Moisture Count 92.00 g/cc
Count Ratio Density 0.25
Count Ratio Moisture 0.15
Calculated Percent Relative Compaction 93.4 %
Reported Percent Relative Compaction 93 %

Test 2 of 2

DIME Test ID: 2022-02-17-19-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/23/2022
Date Tested: 02/18/2022
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: does not comply
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.98
Highest adjust wet density 2.12
Relative compaction 93
% Moisture no data
Optimum Moisture 1.0 %