Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215348 DEA: 060U4204 EFIS: 0616000004
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-99-R4.9/11.6
Work Description: CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION.
Location Description: FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Rd. Suite 200, Westlake Village CA 91361
Resident Engineer: Chris Wilfong Structure Rep.: Unknown
DIME Sample ID: 2023-06-25-3
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/25/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/26/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA Type A
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials-Fresno
DIME Test ID: 2023-06-25-3-1
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: 06/28/2023
Date Tested: 06/27/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
|
2878.9 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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4986.3 g
|
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Mass of HMA Sample prior to ignition
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2107.4 g
|
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Corrected Asphalt Binder Content
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4.11 %
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Mass Loss
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97.1 g
|
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Mass of aggregate remaining after ignition
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2010.3 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.36 %
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Moisture Content
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0.00 %
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Temperature Compensation Factor
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0.14 %
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Test Temperature
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538 C
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DIME Test ID: 2023-06-25-3-2
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 06/28/2023
Date Tested: 06/27/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of tests
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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
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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
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7330.5 grams
|
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Mass of oven-dry sample in air for Sample 1
|
2522.3 grams
|
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Mass of container filled with the sample and water for Sample 1
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8880.8 grams
|
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Temperature of Water
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77 °F
|
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Specific Gravity for Sample 1
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2.595
|
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Theoretical maximum density at 25°C (77°F)
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161.5 lb/ft^3
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