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Sample Record for 2022-06-12-6

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

Project Information

Project ID: 993637 DEA: 010L2504 EFIS: 0121000090 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-96-26.0/R37.3
Work Description: PRECOATED AGGREGATE, REPLACE AC SURFACING, AND ASPHALT-RUBBER BINDER.
Location Description: HUMBOLDT COUNTY NEAR ORLEANS FROM 1.6 MILES WEST OF BLUFF CREEK ROAD TO CAMP CREEK BRIDGE
Contractor Name: AMERICAN PAVEMENT SYSTEMS, INC.
Contractor Address: 1012 11th St., Modesto, CA 95354
Resident Engineer: Nathaniel Steen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-06-12-6
TL Number from the TL Form:
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: 06/12/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/30/2022
The quantity of what the sample constitutes: 2 cans of binder
A brief description of the sample: for chip seal acceptance
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Albina and American Pavement Systems

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number: 24
Time of sample: 1pm
HMA Supplier:
Certified Asphalt Supplier: Albina Asphalt - Klamath Falls Plant - Klamath Falls OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2022-06-12-6-1
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: 07/29/2022
Date Tested: 07/13/2022
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: OG
Test Result Compliance: complies
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 0.163 kPa
Phase Angle (δ) (for the 10 cycles) 87.2 degree
Complex Modulus (G*) (for the 10 measurements) 1.356 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.36 kPa

Test 2 of 4

DIME Test ID: 2022-06-12-6-2
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: 07/29/2022
Date Tested: 07/12/2022
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 0.365 kPa
Phase Angle (δ) (for the 10 cycles) 83.4 degree
Complex Modulus (G*) (for the 10 measurements) 3.647 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.67 kPa

Test 3 of 4

DIME Test ID: 2022-06-12-6-3
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: 07/29/2022
Date Tested: 07/29/2022
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 25.010 kPa
Phase Angle (δ) (for the 10 cycles) 49.9 degree
Complex Modulus (G*) (for the 10 measurements) 2499.981 kPa
Test Temperature (Specimen 1) 28.0 C
(G*) x sin(δ)= 1912 kPa

Test 4 of 4

DIME Test ID: 2022-06-12-6-4
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: 07/29/2022
Date Tested: 07/29/2022
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 -6.1 C
Maximum test bath temperature at 240 s -6.0 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 985.0 mN
Beam deflection 60.0 s 0.000 µm
Measured Stiffness Modulus 60.0 s 71.700 mPa
Estimated Stiffness Modulus 60.0 s 71.600 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.401