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Sample Record for 2022-09-07-60

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

Project Information

Project ID: 994186 DEA: 010L0504 EFIS: 0121000047 MINOR: 01A6165 QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-199-11.0/11.5
Work Description: Place High Friction Surface Treatment
Location Description: On State Highway In Del Norte County from Hardscrabble Creek Bridge #01-40 to 0.5 mile north of Hardscrabble Creek Bridge
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Jess Clifton Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-09-07-60
TL Number from the TL Form: 364384
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: 09/07/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2022
The quantity of what the sample constitutes: 1 can
A brief description of the sample: 64-16 R15 JMF
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tidewater Smith River

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Albina Asphalt - Klamath Falls Plant - Klamath Falls OR
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2022-09-07-60-1
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: 09/21/2022
Date Tested: 09/21/2022
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: OG
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.193 kPa
Phase Angle (δ) (for the 10 cycles) 86.6 degree
Complex Modulus (G*) (for the 10 measurements) 1.607 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.61 kPa

Test 2 of 4

DIME Test ID: 2022-09-07-60-2
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: 09/21/2022
Date Tested: 09/21/2022
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: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.403 kPa
Phase Angle (δ) (for the 10 cycles) 83.2 degree
Complex Modulus (G*) (for the 10 measurements) 4.025 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 4.05 kPa

Test 3 of 4

DIME Test ID: 2022-09-07-60-3
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: 09/21/2022
Date Tested: 09/21/2022
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 31.724 kPa
Phase Angle (δ) (for the 10 cycles) 51.4 degree
Complex Modulus (G*) (for the 10 measurements) 3172.433 kPa
Test Temperature (Specimen 1) 28.0 C
(G*) x sin(δ)= 2479 kPa

Test 4 of 4

DIME Test ID: 2022-09-07-60-4
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 09/21/2022
Date Tested: 09/21/2022
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 -6.0 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 971.0 mN
Beam deflection 60.0 s 0.000 µm
Measured Stiffness Modulus 60.0 s 77.500 mPa
Estimated Stiffness Modulus 60.0 s 77.300 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.391