Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994636 DEA: 022J9604 EFIS: 0221000153
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-VAR
Work Description: PLACE POLYESTER CONCRETE OVERLAY, HMA (TYPE A), & REPLACE JOINT SEALS.
Location Description: SISKIYOU COUNTY AT VARIOUS LOCATIONS FROM OAK STREET UNDERCROSSING TO KLAMATH RIVER BRIDGE AND SEPARATION BRIDGE NO. 02-0134R
Contractor Name: DEES BURKE ENGINEERING CONSTRUCTORS, LLC
Contractor Address: 207 W State Street, Ontario, CA 91762
Resident Engineer: Nicole Mallory Structure Rep.: Carlos Paz
DIME Sample ID: 2024-07-23-156
TL Number from the TL Form: 858054
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/03/2024
The quantity of what the sample constitutes: 1 Box HMA
A brief description of the sample: 3/4" HMA-A 20.8% RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79777
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA
DIME Test ID: 2024-07-23-156-1
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: 12/17/2024
Date Tested: 12/17/2024
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: Pb=4.63
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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3114.1 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5184.8 g
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Mass of HMA Sample prior to ignition
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2070.7 g
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Corrected Asphalt Binder Content
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4.63 %
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Mass Loss
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108.5 g
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Mass of aggregate remaining after ignition
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1962.2 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.47 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.14 %
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Test Temperature
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538 C
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