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Sample Record for 2025-08-08-1

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

Project Information

Project ID: 1000943 DEA: 09404304 EFIS: 0924000070 QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-120-32.1/R35.0,48.0/50.0
Work Description: COLD IN-PLACE RECYCLE EXISTING PAVEMENT AND PLACE HMA.
Location Description: MONO COUNTY NEAR BENTON FROM 0.5 MILE EAST TO 3.4 MILES EAST OF BAXTER\'S ROAD AND FROM 2.0 MILES WEST OF BLACK LAKE ROAD TO BLACK LAKE ROAD
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 398 Sunrise Terrace, Arroyo Grande, CA 93420
Resident Engineer: Melissa Reynolds Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-08-08-1
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: Hot Mix Asphalt
Sample Taken Date: 08/08/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/07/2025
The quantity of what the sample constitutes: 12 Boxes of HMA
A brief description of the sample: 1/2" HMA 58-34M R25
From where was the sample collected: Job Site
Laboratory sample identification: HMA-12
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Lee Vining

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 12
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 1 of 3

DIME Test ID: 2025-08-08-1-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 08/22/2025
Date Tested: 08/18/2025
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-12
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 1761.5 grams
Mass of container filled with the sample and water for Sample 1 8356.9 grams
Temperature of Water 77.1 °F
Specific Gravity for Sample 1 2.463
Theoretical maximum density at 25°C (77°F) 153.3 lb/ft^3

Test 2 of 3

DIME Test ID: 2025-08-08-1-2
Test Method: AASHTO T308-10: 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: 08/22/2025
Date Tested: 08/18/2025
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-12
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 4248 g
Mass of the specimen and specimen basket assembly prior to ignition 6218 g
Mass of HMA Sample prior to ignition 1970 g
Corrected Asphalt Binder Content 5.04 %
Mass Loss 109 g
Mass of aggregate remaining after ignition 1861 g
Correction Factor (Percent by mass of HMA Specimen) 0.49 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 3 of 3

DIME Test ID: 2025-08-08-1-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/22/2025
Date Tested: 08/18/2025
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-12 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) no data0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) 0.3 %
Aggregate correction factor for the 3/8 in. sieve (% passing) 1.5 %
Aggregate correction factor for the #4 sieve (% passing) 1.9 %
Aggregate correction factor for the #8 sieve (% passing) 1.8 %
Aggregate correction factor for the #16 sieve (% passing) 1.6 %
Aggregate correction factor for the #30 sieve (% passing) 1.4 %
Aggregate correction factor for the #50 sieve (% passing) 0.7 %
Aggregate correction factor for the #100 sieve (% passing) 0.1 %
Aggregate correction factor for the #200 sieve (% passing) -0.2 %
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 98 %
Cumulative percent passing the 3/8 in. sieve 89 %
Cumulative percent passing the #4 sieve 62 %
Cumulative percent passing the #8 sieve 43 %
Cumulative percent passing the #16 sieve 30 %
Cumulative percent passing the #30 sieve 23 %
Cumulative percent passing the #50 sieve 16 %
Cumulative percent passing the #100 sieve 10 %
Cumulative percent passing the #200 sieve 5.8 %