Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995031 DEA: 023H82U4 EFIS: 0223000011
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-44-0.0/37.2
Work Description: REPLACE AC SURFACING, PLACE RHMA, HMA, THERMOPLASTIC TRAFFIC STRIPE.
Location Description: LASSEN COUNTY ABOUT 9 MILES EAST OF OLD STATION FROM SHASTA COUNTY LINE TO ROUTE 36
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: 24339 Hwy 89 N, Burney, CA 96013
Resident Engineer: Edward Worden Structure Rep.: Unknown
DIME Sample ID: 2024-06-13-116
TL Number from the TL Form: 692893
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: 06/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/27/2024
The quantity of what the sample constitutes: 121 Tons
A brief description of the sample: 1 box of Lime Treated 3/4-inch Type A HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: D79604
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek - Ward Lake
DIME Test ID: 2024-06-13-116-1
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: 07/22/2024
Date Tested: 07/19/2024
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=5.85%
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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3062.6 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5185.2 g
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Mass of HMA Sample prior to ignition
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2122.6 g
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Corrected Asphalt Binder Content
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5.85 %
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Mass Loss
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141.8 g
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Mass of aggregate remaining after ignition
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1980.8 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.69 %
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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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