Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993387 DEA: 07323404 EFIS: 0716000064
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-R59.5/R67.9
Work Description: PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY INC
Contractor Address: 13170 TELEFAIR AVE, SYLMAR, CA 91342
Resident Engineer: Oscar Osorio Structure Rep.: Chanh Tong
DIME Sample ID: 2024-09-25-121
TL Number from the TL Form: 019699
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: 09/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/28/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" HMA-A 220200M IRW SJR
From where was the sample collected: Manufacturer
Laboratory sample identification: 24-299
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Irwindale
DIME Test ID: 2024-09-25-121-1
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: 12/10/2024
Date Tested: 10/16/2024
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) 407-6963
General Comments for this Test:
Test Result Compliance: not applicable
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?
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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 1
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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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2532.1 grams
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Mass of container filled with the sample and water for Sample 1
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8882.7 grams
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Temperature of Water
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no data0 °F
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Specific Gravity for Sample 1
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2.51
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Theoretical maximum density at 25°C (77°F)
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156.2 lb/ft^3
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DIME Test ID: 2024-09-25-121-2
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: 12/10/2024
Date Tested: 10/16/2024
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) 407-6963
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
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4028.9 g
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Mass of the specimen and specimen basket assembly prior to ignition
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6089 g
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Mass of HMA Sample prior to ignition
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2060.1 g
|
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Corrected Asphalt Binder Content
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5.01 %
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Mass Loss
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104.4 g
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Mass of aggregate remaining after ignition
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1955.7 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.06 %
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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 C
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