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Sample Record for 2022-06-10-21

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Project Information

Project ID: 993504 DEA: 010K9604 EFIS: 0121000036 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-20-17.3/26.0
Work Description: REMOVE AND PLACE THERMOPLASTIC TRAFFIC STRIPE WITH MICRO-SURFACING.
Location Description: MENDOCINO COUNTY ABOUT 8 MILES WEST OF WILLITS FROM CHAMBERLAIN CREEK BRIDGE TO 0.3 MILE WEST OF IRMULCO ROAD
Contractor Name: VSS INTERNATIONAL INC.
Contractor Address: Unknown
Resident Engineer: Mehrdad (Mardi) Pakandam Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-06-10-21
TL Number from the TL Form: 555914
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: 06/10/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/13/2022
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: Binder, 3/4" HMA Type A, PG58-22R25LAS-3921
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Ukiah

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Ukiah HMA Plant - 100351
Certified Asphalt 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: 2022-06-10-21-1
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: 06/21/2022
Date Tested: 06/19/2022
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: does not comply
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 0.280 kPa
Phase Angle (δ) (for the 10 cycles) 83.0 degree
Complex Modulus (G*) (for the 10 measurements) 2.334 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.35 kPa

Test 2 of 3

DIME Test ID: 2022-06-10-21-2
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: 06/21/2022
Date Tested: 06/19/2022
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 2nd
Test Result Compliance: does not comply
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 0.278 kPa
Phase Angle (δ) (for the 10 cycles) 83.0 degree
Complex Modulus (G*) (for the 10 measurements) 2.319 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.34 kPa

Test 3 of 3

DIME Test ID: 2022-06-10-21-3
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: 06/21/2022
Date Tested: 06/19/2022
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 0.716 kPa
Phase Angle (δ) (for the 10 cycles) 76.4 degree
Complex Modulus (G*) (for the 10 measurements) 7.156 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 7.36 kPa