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Sample Record for 2023-03-16-6

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Project Information

Project ID: 994212 DEA: 010E0104 EFIS: 0113000090 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-36-0.1/1.65
Work Description: Alton 015 Shoulder Widening
Location Description: HUMBOLDT COUNTY NEAR ALTON FROM 0.1 MILE EAST OF ROUTE 36/101 SEPARATION TO 1.7 MILES EAST OF ROUTE 36/101 SEPARATION
Contractor Name: Mercer Fraser Company
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Tai Morgan-Marbet Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-03-16-6
TL Number from the TL Form: 000000
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: 03/16/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/20/2023
The quantity of what the sample constitutes: 1 can
A brief description of the sample: binder sample JMF
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero Benicia

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Mercer Fraser Fortuna Plant
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2023-03-16-6-1
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: 03/21/2023
Date Tested: 03/20/2023
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: does not comply
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.531 kPa
Phase Angle (δ) (for the 10 cycles) 80.1 degree
Complex Modulus (G*) (for the 10 measurements) 4.423 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 4.49 kPa

Test 2 of 3

DIME Test ID: 2023-03-16-6-2
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: 03/21/2023
Date Tested: 03/20/2023
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#2
Test Result Compliance: does not comply
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.523 kPa
Phase Angle (δ) (for the 10 cycles) 80.1 degree
Complex Modulus (G*) (for the 10 measurements) 4.360 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 4.43 kPa

Test 3 of 3

DIME Test ID: 2023-03-16-6-3
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: 03/21/2023
Date Tested: 03/20/2023
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 - tested at 64C for information only
Test Result Compliance: not applicable
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.243 kPa
Phase Angle (δ) (for the 10 cycles) 82.4 degree
Complex Modulus (G*) (for the 10 measurements) 2.025 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 2.04 kPa