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Sample Record for 2022-03-08-32

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993549 DEA: 061C2304 EFIS: 0621000033 MINOR: 06A2689 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-5.5
Work Description: NB FRESNO 5/JAYNE MINOR
Location Description:
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 Granite Court, Fresno, CA 93706
Resident Engineer: Anourack Khampraseuth Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-03-08-32
TL Number from the TL Form: 040336
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: 03/08/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/29/2022
The quantity of what the sample constitutes: 1 CAN
A brief description of the sample: BINDER
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery

Material Information

Performance Grade: PG 64-16
Modified:
Lot number: 1
Sublot number: 2
Tank number:
Time of sample:
HMA Supplier: Granite Construction Coalinga
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2022-03-08-32-1
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: 05/11/2022
Date Tested: 05/08/2022
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:
Phase Original binder
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.192 kPa
Phase Angle (δ) (for the 10 cycles) 89.1 degree
Complex Modulus (G*) (for the 10 measurements) 1.600 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.60 kPa

Test 2 of 2

DIME Test ID: 2022-03-08-32-2
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: 05/11/2022
Date Tested: 05/08/2022
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: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.262 kPa
Phase Angle (δ) (for the 10 cycles) 88.3 degree
Complex Modulus (G*) (for the 10 measurements) 2.618 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 2.62 kPa