Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993665 DEA: 09386104 EFIS: 0921000035
QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-R25.8/35.3
Work Description: COLD PLANE AC PAVEMENT AND PLACE HMA (TYPE A).
Location Description: MONO COUNTY ABOUT 2 MILES EAST OF MAMMOTH LAKES FROM THE ROUTE 395/203 SEPARATION BRIDGE TO 1.2 MILES NORTH OF GLASS CREEK ROAD
Contractor Name: Qualcon Contractors Inc
Contractor Address: 1645 Esmeralda Ave (PO Box 2889), Minden, NV 89423
Resident Engineer: Rick Moberly Structure Rep.: Unknown
DIME Sample ID: 2022-10-03-51
TL Number from the TL Form: 663615
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 10/03/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/14/2022
The quantity of what the sample constitutes: 1 can, pm sample
A brief description of the sample: Asphalt Binder Sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery, Bakersfield, CA
Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Granite Construction
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2022-10-03-51-1
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/17/2022
Date Tested: 10/16/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: OG
Test Result Compliance: complies
Additional Comments When Verified:
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Phase
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Original binder
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Test Gap
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1 mm
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Test Frequency
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10.0 rad/s
|
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Strain Amplitude
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12.00 %
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Stress Amplitude
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0.228 kPa
|
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Phase Angle (δ) (for the 10 cycles)
|
57.2 degree
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Complex Modulus (G*) (for the 10 measurements)
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1.902 kPa
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Test Temperature (Specimen 1)
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58.0 C
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Dynamic Shear, G*/sin(δ)
|
2.26 kPa
|
