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Sample Record for 2026-06-15-28

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

Project Information

Project ID: 1000541 DEA: 09374704 EFIS: 0918000019 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-168,395-17.6/18.3,114.9/117.8
Work Description: HMA (TYPE A), MINOR CONCRETE, AND LIGHTING.
Location Description: INYO COUNTY IN AND NEAR BISHOP ON ROUTE 395 FROM 0.1 MILE SOUTH OF JAY STREET TO BARLOW LANE AND ON ROUTE 168 FROM PIONEER LANE TO ROUTE 395
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: P.O. BOX 2210, PISMO BEACH, CA 93448-2210
Resident Engineer: Matthew Gonzalez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-06-15-28
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/15/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2026
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" HMA-A-SP PG70-10 R15
From where was the sample collected: Job Site
Laboratory sample identification: HMA-10
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite 5 Bridges Plant Bishop

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 3

Test Results

Test

DIME Test ID: 2026-06-15-28-1
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 06/16/2026
Date Tested: 06/15/2026
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: HMA-10
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 1 7310.5 grams
Mass of oven-dry sample in air for Sample 1 2240 grams
Mass of container filled with the sample and water for Sample 1 8638.5 grams
Temperature of Water 76.8 °F
Specific Gravity for Sample 1 2.456
Theoretical maximum density at 25°C (77°F) 152.9 lb/ft^3

Test

DIME Test ID: 2026-06-15-28-2
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/16/2026
Date Tested: 06/15/2026
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: HMA-10 PP Gradation
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) -0.4 %
Aggregate correction factor for the 1/2 in. sieve (% passing) -1.3 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -1.2 %
Aggregate correction factor for the #4 sieve (% passing) -2.1 %
Aggregate correction factor for the #8 sieve (% passing) -1.7 %
Aggregate correction factor for the #16 sieve (% passing) -1.7 %
Aggregate correction factor for the #30 sieve (% passing) -1.8 %
Aggregate correction factor for the #50 sieve (% passing) -1.6 %
Aggregate correction factor for the #100 sieve (% passing) -1.3 %
Aggregate correction factor for the #200 sieve (% passing) -1.1 %

Test

DIME Test ID: 2026-06-15-28-3
Test Method: AASHTO T308-25: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 06/16/2026
Date Tested: 06/15/2026
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: HMA-10
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4255.6 g
Mass of the specimen and specimen basket assembly prior to ignition 6514.9 g
Corrected Asphalt Binder Content 4.87 %
Mass of HMA Sample prior to ignition 2259.3 g
Mass Loss 116.3 g
Mass of aggregate remaining after ignition 2143 g
Correction Factor (Percent by mass of HMA Specimen) 0.28 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C