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Sample Record for 2022-06-09-34

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

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: 2022-06-09-34
TL Number from the TL Form: 036328
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: 06/09/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2022
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: 1/2" WMA + 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:
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): 5

Test Results

Test 1 of 5

DIME Test ID: 2022-06-09-34-1
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: 06/24/2022
Date Tested: 06/20/2022
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 0.240 kPa
Phase Angle (δ) (for the 10 cycles) 82.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.997 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.01 kPa

Test 2 of 5

DIME Test ID: 2022-06-09-34-2
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: 06/24/2022
Date Tested: 06/20/2022
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 0.623 kPa
Phase Angle (δ) (for the 10 cycles) 76.3 degree
Complex Modulus (G*) (for the 10 measurements) 6.230 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 6.41 kPa

Test 3 of 5

DIME Test ID: 2022-06-09-34-3
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: 06/24/2022
Date Tested: 06/21/2022
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: complies
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 38.949 kPa
Phase Angle (δ) (for the 10 cycles) 46.5 degree
Complex Modulus (G*) (for the 10 measurements) 3894.454 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 2825 kPa

Test 4 of 5

DIME Test ID: 2022-06-09-34-4
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 06/24/2022
Date Tested: 06/21/2022
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: BBR
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -12.0 C
Maximum test bath temperature at 240 s -12.0 C
Time of test load application no data HH:MM:SS
File name of test data no data
Time beam in bath no data
Time test started no data HH:MM:SS
Flags issued by software during test no data
Correlation coefficient (R²) 0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 0.0 mN
Deflection at time 0.0 s 0.000 µm
Load at time 0.5 s 0.0 mN
Deflection at time 0.5 s 0.000 µm
Load at 60.0 s 0.0 mN
Beam deflection 60.0 s 0.000 µm
Measured Stiffness Modulus 60.0 s 81.900 mPa
Estimated Stiffness Modulus 60.0 s 81.800 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.371

Test 5 of 5

DIME Test ID: 2022-06-09-34-5
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: 06/24/2022
Date Tested: 06/20/2022
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 0.268 kPa
Phase Angle (δ) (for the 10 cycles) 82.1 degree
Complex Modulus (G*) (for the 10 measurements) 2.232 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.25 kPa