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: 2024-08-19-119
TL Number from the TL Form: 858126
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: 08/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/21/2024
The quantity of what the sample constitutes: 10 Boxes
A brief description of the sample: 3/4" RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification: D79693
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA)
DIME Test ID: 2024-08-19-119-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 01/22/2025
Date Tested: 12/13/2024
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: Gmm=2.407
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
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SI Units
|
|
Mass Determination
|
Air
|
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
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7331.7 grams
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Mass of oven-dry sample in air for Sample 1
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2547.5 grams
|
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Mass of container filled with the sample and water for Sample 1
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8820.9 grams
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Temperature of Water
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75 °F
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Specific Gravity for Sample 1
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2.407
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Theoretical maximum density at 25°C (77°F)
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2400 kg/m^3
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DIME Test ID: 2024-08-19-119-2
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: 01/22/2025
Date Tested: 12/18/2024
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=7.49%
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
|
3114.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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5308.6 g
|
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Mass of HMA Sample prior to ignition
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2194.3 g
|
|
Corrected Asphalt Binder Content
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7.49 %
|
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Mass Loss
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183.9 g
|
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Mass of aggregate remaining after ignition
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2010.4 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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0.75 %
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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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