Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212740 DEA: 010H7004 EFIS: 0118000075
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-14.9/15.3, 14.8/15.1, 14.8/15.4
Work Description: Roadway stabilization & retaining wall repair
Location Description: In Del Norte County near Crescent City from 1.0 to 1.3 miles north of Rudsill Road
Contractor Name: STEWART ENGINEERING INC
Contractor Address: P O BOX 990010, REDDING CA 96099
Resident Engineer: Karen Sanders Structure Rep.: Gary Woodard
DIME Sample ID: 2018-04-04-6
TL Number from the TL Form: 928801
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/04/2018
Date that the sample was received by the laboratory/organization performing the testing: 04/13/2018
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 0.5 HMA-A wRAP
From where was the sample collected: Manufacturer
Laboratory sample identification: 61918
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tidewater Smith River
DIME Test ID: 2018-04-04-6-1
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: 04/13/2018
Date Tested: 04/13/2018
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
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What temperature unit is used?
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Fahrenheit
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Test procedure used?
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Method A
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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5.41 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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no data
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
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DIME Test ID: 2018-04-04-6-2
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: 04/13/2018
Date Tested: 04/13/2018
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
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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US Units
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Mass Determination
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Air
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Specific Gravity for Sample 1
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2.561
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Theoretical maximum density at 25°C (77°F)
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no data
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