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Sample Record for 2024-08-23-31

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

Project Information

Project ID: 1000165 DEA: 09392504 EFIS: 0923000029 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-R17.2/25.8
Work Description: HOT MIX ASPHALT (TYPE A), SHOULDER BACKING, & STRIPING.
Location Description: INYO COUNTY ABOUT 9 MILES SOUTH OF OLANCHA FROM 0.8 MILE SOUTH OF SYKES ROAD TO 0.3 MILE NORTH OF HAIWEE CANYON ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 8999 Capacity Street, Arvin, CA 93203
Resident Engineer: Garret Rottner Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-08-23-31
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 08/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/23/2024
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: 3/4" coldfeed
From where was the sample collected: Source
Laboratory sample identification: CF2
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Solari plant Granite Arvin

Material Information

Source Identification (SMARA, name of Pit or Job Site): granite arvin
The fabricator's/manufacturer's product name for the sample: 3/4" coldfeed
The fabricator/manufacturer designation for the sample: Coldfeed
The plant number:
A detailed description of where the material sample was collected: Belt device at plant
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:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2024-08-23-31-1
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: 08/26/2024
Date Tested: 08/26/2024
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: CF-2
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 90

Test 2 of 3

DIME Test ID: 2024-08-23-31-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/26/2024
Date Tested: 08/26/2024
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: CF-2
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Cumulative percent passing the 2 in. sieve no data
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 96 %
Cumulative percent passing the 1/2 in. sieve 72 %
Cumulative percent passing the 3/8 in. sieve 64 %
Cumulative percent passing the #4 sieve 49 %
Cumulative percent passing the #8 sieve 40 %
Cumulative percent passing the #16 sieve 30 %
Cumulative percent passing the #30 sieve 19 %
Cumulative percent passing the #50 sieve 10 %
Cumulative percent passing the #100 sieve 4 %
Cumulative percent passing the #200 sieve 2 %

Test 3 of 3

DIME Test ID: 2024-08-23-31-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/26/2024
Date Tested: 08/26/2024
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: CF-2 RAP
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Cumulative percent passing the 2 in. sieve 100 %
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 100 %
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the #4 sieve 77 %
Cumulative percent passing the #8 sieve 55 %
Cumulative percent passing the #16 sieve 41 %
Cumulative percent passing the #30 sieve 31 %
Cumulative percent passing the #50 sieve 23 %
Cumulative percent passing the #100 sieve 16 %
Cumulative percent passing the #200 sieve 10.2 %