Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993195 DEA: 07332504 EFIS: 0716000270
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-2-26.4/79.8
Work Description: INSTALL METAL BEAM GUARDRAILS.
Location Description: LOS ANGELES COUNTY NEAR LA CANADA FLINTRIDGE FROM BAY TREE ROAD TO BIG PINES HIGHWAY
Contractor Name: DREAMBUILDER CONSTRUCTION CORP DBA DREAMBUILDER
Contractor Address: Unknown
Resident Engineer: Bill Tran Danglong Structure Rep.: Unknown
DIME Sample ID: 2022-11-30-831
TL Number from the TL Form: 019150
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/30/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/02/2022
The quantity of what the sample constitutes: 34.14 tons
A brief description of the sample: 3/8" HMA dike
From where was the sample collected: Manufacturer
Laboratory sample identification: 22-0365
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Sun Valley
DIME Test ID: 2022-11-30-831-1
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: 12/08/2022
Date Tested: 12/08/2022
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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1518.7 g
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Corrected Asphalt Binder Content
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6.41 %
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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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1421.4 g
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Correction Factor (Percent by mass of HMA Specimen)
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no data0 %
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Moisture Content
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no data0 %
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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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