Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995105 DEA: 023J8104 EFIS: 0222000086
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3-0.408/7.1
Work Description: Scott Mountain Overlay
Location Description:
Contractor Name: TULLIS INC
Contractor Address: P O BOX 493416, REDDING CA 96049
Resident Engineer: Nicholas Riddle Structure Rep.: Unknown
DIME Sample ID: 2023-09-15-32
TL Number from the TL Form: 824480
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: 09/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/18/2023
The quantity of what the sample constitutes: 2 boxes
A brief description of the sample: 2 boxes of 1/2-inch Type A HMA (eq. PG 64-16) with 23% RAP and virgin PG 58-22 from Valero (Benicia, CA)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79351
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis - Northstate Asphalt (Redding, CA)
DIME Test ID: 2023-09-15-32-1
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: 10/02/2023
Date Tested: 09/18/2023
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=5.97%
Test Result Compliance: does not comply
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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3108.5 g
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Mass of the specimen and specimen basket assembly prior to ignition
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4772.2 g
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Mass of HMA Sample prior to ignition
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1663.7 g
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Corrected Asphalt Binder Content
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5.97 %
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Mass Loss
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114.1 g
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Mass of aggregate remaining after ignition
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1549.6 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.71 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.18 %
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Test Temperature
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538 C
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