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Sample Record for 2024-01-19-15

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

Project Information

Project ID: 993526 DEA: 07301704 EFIS: 0714000033 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210,605-R33.6/R36.5,25.7/26.0
Work Description: SLOPE PAVING, PLANT ESTABLISHMENT AND MODIFYING IRRIGATION SYSTEM.
Location Description: LOS ANGELES COUNTY IN MONROVIA, DUARTE AND IRWINDALE AT VARIOUS LOCATIONS ON ROUTE 210 FROM 0.1 MILE WEST OF SOUTH MAGNOLIA AVENUE UNDERCROSSING TO 0.1 MILE EAST OF ROUTE 210/605 SEPARATION AND ON ROUTE 605 FROM 0.1 MILE SOUTH TO 0.2 MILE NORTH OF ROUTE 2
Contractor Name: Griffith Company
Contractor Address: 3050 E. Birch Street, Brea, California 92821
Resident Engineer: Miguel Rodriguez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-01-19-15
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: Aggregate
Sample Taken Date: 01/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/19/2024
The quantity of what the sample constitutes: 768 sqft
A brief description of the sample: coarse aggregate
From where was the sample collected: Job Site
Laboratory sample identification: 24-0202
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan - Sun Valley

Material Information

Source Identification (SMARA, name of Pit or Job Site): NA
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: 2024-01-19-15-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/19/2024
Date Tested: 01/19/2024
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.9
Highest adjust wet density 2.03
Relative compaction 94
% Moisture 12.9 %
Optimum Moisture 12.9 %

Test 2 of 2

DIME Test ID: 2024-01-19-15-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/19/2024
Date Tested: 01/19/2024
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2104 g/cc
Count or Density 1 1.91 g/cc
Count or Density 2 1.88 g/cc
Count or Density 3 1.9 g/cc
Standard Count Moisture 632 g/cc
Moisture Count 1 0.24 g/cc
Moisture Count 2 0.2 g/cc
Moisture Count 3 0.21 g/cc
Sum of Count or Density 5.69 g/cc
Average of Count or Density 1.9 g/cc
Sum of Moisture Count 0.65 g/cc
Average of Moisture Count 0.22 g/cc
Calculated Percent Relative Compaction 93.4 %
Reported Percent Relative Compaction 93 %