Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993446 DEA: 120J34U4 EFIS: 1218000034
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-55,55-29.6,R6.4/10.3
Work Description: CONSTR BRIDGES, RW, SW, JPCP, HMA PVMT, DRAINAGE AND ELECT SYSTEMS.
Location Description: ORANGE COUNTY IN IRVINE, SANTA ANA, AND TUSTIN ON ROUTE 5 AT NEWPORT AVENUE UNDERCROSSING AND ON ROUTE 55 FROM 0.4 MILE NORTH OF ROUTE 55/405 SEPARATION TO 0.1 MILE SOUTH OF ROUTE 5/55 SEPARATION
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Adrian Wu Structure Rep.: Yong Gyun Park
DIME Sample ID: 2023-02-09-51
TL Number from the TL Form:
Sample Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Sample Organization Contact: 9492798846
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 02/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/09/2023
The quantity of what the sample constitutes: box of 3/4 HMA-A
A brief description of the sample: 3/4 HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-0105
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Corona
DIME Test ID: 2023-02-09-51-1
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: 03/03/2023
Date Tested: 02/10/2023
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test:
Test Result Compliance:
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?
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US Units
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Mass Determination
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Water
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Specific Gravity for Sample 1
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2.495
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Theoretical maximum density at 25°C (77°F)
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155.3 lb/ft^3
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DIME Test ID: 2023-02-09-51-2
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: 03/03/2023
Date Tested: 02/10/2023
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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What temperature unit is used?
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Fahrenheit
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|
Test procedure used?
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Method A
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Mass of HMA Sample prior to ignition
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2231.1 g
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Corrected Asphalt Binder Content
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4.45 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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0.34 %
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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 %
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|
Test Temperature
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538 F
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