Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215245 DEA: 021J4504 EFIS: 0220000080
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-89-14.0/19.0
Work Description: PLACE HMA (TYPE A).
Location Description: SISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE
Contractor Name: S.T. Rhoades Construction
Contractor Address: 8585 Commercial Way, Redding, CA 96002
Resident Engineer: Austin Henry Structure Rep.: Unknown
DIME Sample ID: 2021-06-07-19
TL Number from the TL Form: 779369
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/07/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/08/2021
The quantity of what the sample constitutes: 288 Tons
A brief description of the sample: Lime Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 25.0 RAP and virgin PG 58-34 M from Valero Benicia
From where was the sample collected: Job Site
Laboratory sample identification: D78833
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction - Fawndale Rock and Asphalt - Redding
DIME Test ID: 2021-06-07-19-2
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: 11/02/2021
Date Tested: 06/08/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
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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1,291.0 g
|
Corrected Asphalt Binder Content
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5.72 %
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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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1,212.0 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.40 %
|
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 F
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