Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211260 DEA: 072159U4 EFIS: 0715000160
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,ORA-5-0.0/1.5, 44.3/44.4
Work Description: CONSTRUCT HOV LANES AND MIX FLOW LANES.
Location Description: LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 TOWNSGATE RD. SUITE 200, WESTLAKE VILLAGE, CA 91361
Resident Engineer: George Saker Structure Rep.: Danny Lalonde
DIME Sample ID: 2022-11-29-25
TL Number from the TL Form: 006640
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/29/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/01/2022
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" HMA-A 220817A IRW SJR
From where was the sample collected: Manufacturer
Laboratory sample identification: 22-0361
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Irwindale
DIME Test ID: 2022-11-29-25-1
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: 12/02/2022
Date Tested: 12/02/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
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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7359.3 grams
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Mass of oven-dry sample in air for Sample 1
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2529.0 grams
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Mass of container filled with the sample and water for Sample 1
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8889.1 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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2.531
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Theoretical maximum density at 25°C (77°F)
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157.5 lb/ft^3
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DIME Test ID: 2022-11-29-25-2
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: 12/02/2022
Date Tested: 12/02/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
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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Fahrenheit
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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no data
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Mass of the specimen and specimen basket assembly prior to ignition
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no data
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Mass of HMA Sample prior to ignition
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2030.7 g
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Corrected Asphalt Binder Content
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4.74 %
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Mass Loss
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no data
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Mass of aggregate remaining after ignition
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1927.3 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.35 %
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Moisture Content
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0.00 %
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Temperature Compensation Factor
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no data
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Test Temperature
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1000.4 F
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