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Sample Record for 2023-10-12-18

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

Project Information

Project ID: 993855 DEA: 060U4604 EFIS: 0615000309 QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-41-20.0-28.4
Work Description: COLD CENTRAL PLANT RECYCLING, HMA AND HMA-OGFC.
Location Description: KINGS COUNTY NEAR KETTLEMAN CITY FROM 0.1 MILE SOUTH OF QUAIL AVENUE TO NEVADA AVENUE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Din Dadawalla Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-10-12-18
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Department Acceptance
Type of Material: Aggregate
Sample Taken Date: 10/12/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/12/2023
The quantity of what the sample constitutes: 1527 Tons
A brief description of the sample: 3/4 HMA (cold feed)
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Coalinga

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-10-0005
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: Conveyor Belt
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number: 2
Sublot number: 3
Aggregate Mix Number:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-10-12-18-9
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/16/2023
Date Tested: 10/13/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Cumulative percent passing the 1 1/2 in. sieve 0 %
Cumulative percent passing the 1 in. sieve 0 %
Cumulative percent passing the 3/4 in. sieve 232 %
Cumulative percent passing the 1/2 in. sieve 1323 %
Cumulative percent passing the 3/8 in. sieve 2001 %
Cumulative percent passing the #4 sieve 3302 %
Cumulative percent passing the #8 sieve 178.4 %
Cumulative percent passing the #16 sieve 284.7 %
Cumulative percent passing the #30 sieve 352.9 %
Cumulative percent passing the #50 sieve 406.5 %
Cumulative percent passing the #100 sieve 453.9 %
Cumulative percent passing the #200 sieve 477 %

Test 2 of 2

DIME Test ID: 2023-10-12-18-10
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 10/16/2023
Date Tested: 10/13/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 77

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2023-10-12-18-1AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)10/13/2023Not scheduledArthur MillsCT D06 - Millbrook Field Laboratory
2023-10-12-18-2AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)10/13/2023Not scheduledArthur MillsCT D06 - Millbrook Field Laboratory
2023-10-12-18-3AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)10/13/2023Not scheduledArthur MillsCT D06 - Millbrook Field Laboratory
2023-10-12-18-4AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)10/13/2023Not scheduledArthur MillsCT D06 - Millbrook Field Laboratory
2023-10-12-18-5AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)10/13/2023Not scheduledArthur MillsCT D06 - Millbrook Field Laboratory
2023-10-12-18-6AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)10/13/2023Not scheduledArthur MillsCT D06 - Millbrook Field Laboratory
2023-10-12-18-7AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)10/13/2023Not scheduledArthur MillsCT D06 - Millbrook Field Laboratory
2023-10-12-18-8AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)10/13/2023Not scheduledArthur MillsCT D06 - Millbrook Field Laboratory