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Sample Record for 2022-02-04-30

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Project Information

Project ID: 993234 DEA: 051H0004 EFIS: 0516000011 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-68-1.1/L4.3
Work Description: PLACE HMA AND MODIFY SIGNAL AND LIGHTING SYSTEMS.
Location Description: MONTEREY COUNTY IN AND NEAR PACIFIC GROVE AND MONTEREY FROM FOREST AVENUE TO ROUTE 68/1 SEPARATION
Contractor Name: Graniterock Company
Contractor Address: 350 Technology Drive, Watsonville, CA 95076
Resident Engineer: Tyler Lavering Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-02-04-30
TL Number from the TL Form: C0204221
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: 02/04/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/15/2022
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: BINDER
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SJR

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: GRANITEROCK
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2022-02-04-30-1
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: 03/23/2022
Date Tested: 03/22/2022
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: ORIG
Test Result Compliance:
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 0.164 kPa
Phase Angle (δ) (for the 10 cycles) 89.2 degree
Complex Modulus (G*) (for the 10 measurements) 1.367 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.37 kPa

Test 2 of 6

DIME Test ID: 2022-02-04-30-2
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: 03/23/2022
Date Tested: 03/22/2022
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:
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 0.271 kPa
Phase Angle (δ) (for the 10 cycles) 88.3 degree
Complex Modulus (G*) (for the 10 measurements) 2.707 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 2.71 kPa

Test 3 of 6

DIME Test ID: 2022-02-04-30-3
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: 03/23/2022
Date Tested: 03/23/2022
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: PAV
Test Result Compliance:
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Test Gap 2 mm
Test Frequency 10.0 rad/s
Strain Amplitude 1.00 %
Stress Amplitude 58.074 kPa
Phase Angle (δ) (for the 10 cycles) 59.8 degree
Complex Modulus (G*) (for the 10 measurements) 5806.933 kPa
Test Temperature (Specimen 1) 28.0 C
(G*) x sin(δ)= 5019 kPa

Test 4 of 6

DIME Test ID: 2022-02-04-30-4
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: 03/23/2022
Date Tested: 03/23/2022
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: PAV+3
Test Result Compliance:
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Test Gap 2 mm
Test Frequency 10.0 rad/s
Strain Amplitude 1.00 %
Stress Amplitude 33.996 kPa
Phase Angle (δ) (for the 10 cycles) 63.7 degree
Complex Modulus (G*) (for the 10 measurements) 3399.415 kPa
Test Temperature (Specimen 1) 31.0 C
(G*) x sin(δ)= 3048 kPa

Test 5 of 6

DIME Test ID: 2022-02-04-30-5
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: 03/23/2022
Date Tested: 03/23/2022
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: PAV 2ND
Test Result Compliance:
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Test Gap 2 mm
Test Frequency 10.0 rad/s
Strain Amplitude 1.00 %
Stress Amplitude 60.789 kPa
Phase Angle (δ) (for the 10 cycles) 59.7 degree
Complex Modulus (G*) (for the 10 measurements) 6078.323 kPa
Test Temperature (Specimen 1) 28.0 C
(G*) x sin(δ)= 5248 kPa

Test 6 of 6

DIME Test ID: 2022-02-04-30-6
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: 03/23/2022
Date Tested: 03/23/2022
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: PAV 2ND +3
Test Result Compliance:
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Test Gap 2 mm
Test Frequency 10.0 rad/s
Strain Amplitude 1.00 %
Stress Amplitude 36.230 kPa
Phase Angle (δ) (for the 10 cycles) 63.4 degree
Complex Modulus (G*) (for the 10 measurements) 3622.755 kPa
Test Temperature (Specimen 1) 31.0 C
(G*) x sin(δ)= 3239 kPa