Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215374 DEA: 060X2704 EFIS: 0618000048
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-37.2/48.8
Work Description: PAVEMENT REHABILITATION
Location Description: FROM 1.9 MILES NORTH OF THREE ROCKS ROAD UC TO 0.2 MILES SOUTH OF PANOCHE ROAD OC
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 Granite Court, Fresno, CA 93706
Resident Engineer: Cary Cruz Structure Rep.: Unknown
DIME Sample ID: 2022-08-03-25
TL Number from the TL Form: 039784
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 08/03/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/08/2022
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: PG70-10
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery
Performance Grade: PG 70-10
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2022-08-03-25-1
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 09/12/2022
Date Tested: 09/12/2022
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 Plate Diameter
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25 mm
|
|
Test Gap
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1 mm
|
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Test Frequency
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10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
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0.158 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
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89.5 degree
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Complex Modulus (G*) (for the 10 measurements)
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1.313 kPa
|
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Test Temperature (Specimen 1)
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70.0 C
|
|
Dynamic Shear, G*/sin(δ)
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1.31 kPa
|
