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Sample Record for 2024-05-15-13

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: 2024-05-15-13
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: 05/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/16/2024
The quantity of what the sample constitutes: 1030 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: 7
Sublot number: 11
Aggregate Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2024-05-15-13-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/16/2024
Date Tested: 05/15/2024
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 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 97 %
Cumulative percent passing the 1/2 in. sieve 85 %
Cumulative percent passing the 3/8 in. sieve 76 %
Cumulative percent passing the #4 sieve 56 %
Cumulative percent passing the #8 sieve 40 %
Cumulative percent passing the #16 sieve 28 %
Cumulative percent passing the #30 sieve 19 %
Cumulative percent passing the #50 sieve 13 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 3.4 %

Test 2 of 2

DIME Test ID: 2024-05-15-13-2
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: 05/16/2024
Date Tested: 05/15/2024
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 79