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Sample Record for 2022-06-10-26

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Project Information

Project ID: 993146 DEA: 010E83U4 EFIS: 0120000105 QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK,MEN-20,29,53,101,175-VAR
Work Description: PLACE RETAINING WALL, SIGN STRUCTURE AND CMS SYSTEMS.
Location Description: LAKE AND MENDOCINO COUNTIES ON VARIOUS ROUTES AND AT VARIOUS LOCATIONS
Contractor Name: WEST COAST CONTRACTORS
Contractor Address: 61050 Highway 101, Coos Bay, Oregon 97420
Resident Engineer: Steve Tisell Structure Rep.: Travis Christie

Sample Information

DIME Sample ID: 2022-06-10-26
TL Number from the TL Form: 036329
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: 06/10/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2022
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: 1/2" WMA-A + 25% RAP, PG58-22
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite 175

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
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: 2022-06-10-26-1
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,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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 0.255 kPa
Phase Angle (δ) (for the 10 cycles) 82.6 degree
Complex Modulus (G*) (for the 10 measurements) 2.124 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.14 kPa

Test 2 of 3

DIME Test ID: 2022-06-10-26-2
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,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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 0.266 kPa
Phase Angle (δ) (for the 10 cycles) 82.5 degree
Complex Modulus (G*) (for the 10 measurements) 2.218 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.24 kPa

Test 3 of 3

DIME Test ID: 2022-06-10-26-3
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,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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 0.700 kPa
Phase Angle (δ) (for the 10 cycles) 75.9 degree
Complex Modulus (G*) (for the 10 measurements) 6.997 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 7.21 kPa