Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994399 DEA: 09378704 EFIS: 0919000001
QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-55.5/58.2
Work Description: PARTIAL DEPTH RECYCLE AND HMA (TYPE A).
Location Description: MONO COUNTY NEAR LEE VINING FROM 0.2 MILE SOUTH OF CEMETERY ROAD TO ROUTE 167
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: David Carruba Structure Rep.: Unknown
DIME Sample ID: 2023-07-25-21
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/25/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/25/2023
The quantity of what the sample constitutes: 4 Boxes for (1500 - 1806) Tons
A brief description of the sample: 3/4" HMA58-34MR15
From where was the sample collected: Source
Laboratory sample identification: HMA-05
Structure unique identifier:
Structure name: Hwy 395 / Cemetery Rd
The fabricator/manufacturer/facility name: Granite Lee Vining
DIME Test ID: 2023-07-25-21-1
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: 08/02/2023
Date Tested: 07/27/2023
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-05
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
|
|
Mass Determination
|
Air
|
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Method Performed
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Mechanical Agitation - Method A
|
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Mass of container filled with water 1
|
7310.5 grams
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Mass of oven-dry sample in air for Sample 1
|
2013.5 grams
|
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Mass of container filled with the sample and water for Sample 1
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8503.4 grams
|
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Temperature of Water
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77.2 °F
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Specific Gravity for Sample 1
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2.454
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Theoretical maximum density at 25°C (77°F)
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152.7 lb/ft^3
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DIME Test ID: 2023-07-25-21-2
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: 08/02/2023
Date Tested: 07/27/2023
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-05
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
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|
Test procedure used?
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Method A
|
|
Mass of the specimen basket assembly
|
4248 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6305.6 g
|
|
Mass of HMA Sample prior to ignition
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2057.6 g
|
|
Corrected Asphalt Binder Content
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4.9 %
|
|
Mass Loss
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105.2 g
|
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Mass of aggregate remaining after ignition
|
1952.4 g
|
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Correction Factor (Percent by mass of HMA Specimen)
|
0.21 %
|
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Moisture Content
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no data0 %
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|
Temperature Compensation Factor
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no data0 %
|
|
Test Temperature
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538 C
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