Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2025-08-08-2
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-13
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Lee Vining
DIME Test ID: 2025-08-08-2-1
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-13
Test Result Compliance: complies
Additional Comments When Verified:
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Number of Samples
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1
|
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What is the unit of measurement for theoretical density?
|
US Units
|
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Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water 1
|
7310.5 grams
|
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Mass of oven-dry sample in air for Sample 1
|
1809.4 grams
|
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Mass of container filled with the sample and water for Sample 1
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8386.4 grams
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Temperature of Water
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277 °F
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|
Specific Gravity for Sample 1
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2.467
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Theoretical maximum density at 25°C (77°F)
|
153.6 lb/ft^3
|
DIME Test ID: 2025-08-08-2-2
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-13
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
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Mass of the specimen basket assembly
|
4253.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6244.4 g
|
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Mass of HMA Sample prior to ignition
|
1991.2 g
|
|
Corrected Asphalt Binder Content
|
5.02 %
|
|
Mass Loss
|
110.2 g
|
|
Mass of aggregate remaining after ignition
|
1881 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.51 %
|
|
Moisture Content
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no data0 %
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|
Temperature Compensation Factor
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no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-08-08-2-3
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-13 PP Gradation
Test Result Compliance: complies
Additional Comments When Verified:
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Is an aggregate correction factor used?
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Yes
|
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Aggregate correction factor for the 2 in. sieve (% passing)
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no data0 %
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|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
|
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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
|
97 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
90 %
|
|
Cumulative percent passing the #4 sieve
|
63 %
|
|
Cumulative percent passing the #8 sieve
|
43 %
|
|
Cumulative percent passing the #16 sieve
|
31 %
|
|
Cumulative percent passing the #30 sieve
|
22 %
|
|
Cumulative percent passing the #50 sieve
|
15 %
|
|
Cumulative percent passing the #100 sieve
|
10 %
|
|
Cumulative percent passing the #200 sieve
|
5.8 %
|
