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Sample Record for 2022-10-11-52

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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: 2022-10-11-52
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: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 10/11/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/11/2022
The quantity of what the sample constitutes: 13,048 Square Feet
A brief description of the sample: Class 3 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 22-2702
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: N/a

Material Information

Source Identification (SMARA, name of Pit or Job Site): N/a
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: CTM 231 Test Holes
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2022-10-11-52-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/28/2022
Date Tested: 10/11/2022
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:
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2123 g/cc
Count or Density 1 2232 g/cc
Count or Density 2 2420 g/cc
Count or Density 3 2277 g/cc
Count or Density 4 2317 g/cc
Count or Density 5 2191 g/cc
Standard Count Moisture 720 g/cc
Moisture Count 1 145 g/cc
Moisture Count 2 148 g/cc
Moisture Count 3 152 g/cc
Moisture Count 4 143 g/cc
Moisture Count 5 161 g/cc
Sum of Count or Density 11437 g/cc
Average of Count or Density 2287 g/cc
Sum of Moisture Count 749 g/cc
Average of Moisture Count 150 g/cc
Count Ratio Density 1.08
Count Ratio Moisture 0.21
Calculated Percent Relative Compaction 96 %
Reported Percent Relative Compaction 96 %

Test 2 of 2

DIME Test ID: 2022-10-11-52-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/28/2022
Date Tested: 10/11/2022
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:
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.17
Highest adjust wet density 2.26
Relative compaction 96
% Moisture 8.5 %
Optimum Moisture 10.5 %