Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215364 DEA: 07333204 EFIS: 0716000301
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-.8/.8
Work Description: INSTALL SOLAR PV POWERED LIGHTING SYSTEM.
Location Description: IN KERN COUNTY NEAR LEBEC AT VARIOUS LOCATIONS FROM OFF-RAMP OF NORTHBOUND REST AREA TO 0.1 MILE NORTH OF OFF-RAMP OF SOUTHBOUND REST AREA.
Contractor Name: GENUINE ENGINEERING INC
Contractor Address: 11762 De Palma Road,Suite 1C, PMB 225, Corona, CA 92883
Resident Engineer: Mohammad Khan Structure Rep.: Chanh Tong
DIME Sample ID: 2022-08-31-48
TL Number from the TL Form: 019110
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: 08/31/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2022
The quantity of what the sample constitutes: 9.94 tons
A brief description of the sample: 3/8" HMA dike
From where was the sample collected: Manufacturer
Laboratory sample identification: 22-0267
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Sun Valley
DIME Test ID: 2022-08-31-48-1
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: 09/20/2022
Date Tested: 09/20/2022
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:
What temperature unit is used?
|
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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1544.5 g
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Corrected Asphalt Binder Content
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7.28 %
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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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1432.1 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.00 %
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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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