Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000636 DEA: 024H03U4 EFIS: 0224000026
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-89-12.9/20.0,20.6/21.0
Work Description: HMA OVERLAY.
Location Description: PLUMAS COUNTY IN AND NEAR GREENVILLE FROM 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO WOLF CREEK BRIDGE AND FROM MILL STREET TO 0.4 MILE NORTH OF HILLSIDE DRIVE
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: Damion Farley Structure Rep.: Unknown
DIME Sample ID: 2025-08-06-72
TL Number from the TL Form: 857975
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/06/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/22/2025
The quantity of what the sample constitutes: Not Provided
A brief description of the sample: 1 Box of 3/4-inch HMA-A w/22% RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D80015
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA)
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 5.7
Virgin binder PG:
Design binder PG: PG 64-28
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 22
WMA Additives: No
Antistrip type: Lime
DIME Test ID: 2025-08-06-72-1
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: 09/03/2025
Date Tested: 08/27/2025
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=5.71%, TV=5.67%
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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3155.3 g
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|
Mass of the specimen and specimen basket assembly prior to ignition
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5288.5 g
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Mass of HMA Sample prior to ignition
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2133.2 g
|
|
Corrected Asphalt Binder Content
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5.71 %
|
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Mass Loss
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143.3 g
|
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Mass of aggregate remaining after ignition
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1989.9 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.87 %
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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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