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Sample Record for 2022-01-05-2

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

Project Information

Project ID: 214524 DEA: 07304504 EFIS: 0714000067 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-57-R0.0/R4.5
Work Description: CONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location Description: LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
Contractor Name: Griffith Company
Contractor Address: 3050 E. Birch Street, Brea, CA 92821
Resident Engineer: Martin Sandoval Structure Rep.: Avtar Bains

Sample Information

DIME Sample ID: 2022-01-05-2
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Department Acceptance
Type of Material: Soil
Sample Taken Date: 01/05/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/05/2022
The quantity of what the sample constitutes: 762 CY
A brief description of the sample: Max Class 3 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 22-0021
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Construction

Material Information

The fabricator's/manufacturer's product name for the sample: Class 3 Aggregate Base
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: From various locations at Aggregate Base
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: 2022-01-05-2-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/12/2022
Date Tested: 01/05/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test: Sta 196+00 to Sta 203+50 Aggregate Base Width 24.0 feet Lane 2&3
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 2242 g/cc
Count or Density 1 2.26 g/cc
Count or Density 2 2.24 g/cc
Count or Density 3 2.27 g/cc
Count or Density 4 2.28 g/cc
Count or Density 5 2.33 g/cc
Standard Count Moisture 593 g/cc
Moisture Count 1 0.18 g/cc
Moisture Count 2 0.16 g/cc
Moisture Count 3 0.15 g/cc
Moisture Count 4 0.2 g/cc
Moisture Count 5 0.15 g/cc
Sum of Count or Density 11.38 g/cc
Average of Count or Density 2.28 g/cc
Sum of Moisture Count 0.84 g/cc
Average of Moisture Count 0.17 g/cc
Calculated Percent Relative Compaction 97.7 %
Reported Percent Relative Compaction 98 %

Test 2 of 2

DIME Test ID: 2022-01-05-2-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/12/2022
Date Tested: 01/05/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test: Sta 196+00 To Sta 203+50 Aggregate Base width 24.0 feet Lane 2&3
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.28
Highest adjust wet density 2.33
Relative compaction 98
% Moisture no data
Optimum Moisture no data