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Sample Record for 2021-09-08-7

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Project Information

Project ID: 215161 DEA: 010C5704 EFIS: 0113000009 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-69.8/75.2
Work Description: PLACE RHMA-G, HMA AND CONCRETE BARRIER.
Location Description: HUMBOLDT COUNTY IN AND NEAR EUREKA FROM 0.8 MILE SOUTH OF TOMPKINS HILL ROAD OVERHEAD TO 0.4 MILE NORTH OF HERRICK AVENUE OVERCROSSING
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: 77 2nd St, Eureka, CA 95501
Resident Engineer: Joaquin Rodriguez Structure Rep.: Jarred Burrows

Sample Information

DIME Sample ID: 2021-09-08-7
TL Number from the TL Form: c972624
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: 09/08/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/13/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: PG64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser Plant B

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder 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: 2021-09-08-7-1
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 09/24/2021
Date Tested: 09/15/2021
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: as per 2018 standard specs
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Any material loss from containers during heating process/testing? No
Mass of empty container #1 174.393 grams
Mass of empty container #2 172.625 grams
Mass of container #1 before test (m1i) 209.870 grams
Mass of container #2 before test (m2i) 209.053 grams
Mass of container #1 after test (m1f) 209.711 grams
Mass of container #2 after test (m2f) 209.902 grams
Average mass change 0.941 percent

Test 2 of 5

DIME Test ID: 2021-09-08-7-2
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: 09/24/2021
Date Tested: 09/14/2021
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: Per 2018 Standard Specifications ORG
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 0.204 kPa
Phase Angle (δ) (for the 10 cycles) 84.7 degree
Complex Modulus (G*) (for the 10 measurements) 1.697 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.70 kPa

Test 3 of 5

DIME Test ID: 2021-09-08-7-3
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: 09/24/2021
Date Tested: 09/14/2021
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: Per 2018 Standard Specifications 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 0.566 kPa
Phase Angle (δ) (for the 10 cycles) 77.8 degree
Complex Modulus (G*) (for the 10 measurements) 5.660 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 5.79 kPa

Test 4 of 5

DIME Test ID: 2021-09-08-7-4
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: 09/24/2021
Date Tested: 09/22/2021
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: Per 2018 Standard Specifications PAV
Test Result Compliance: complies
Additional Comments When Verified: pass
Phase PAV residue
Test Plate Diameter 8 mm
Test Gap 2 mm
Test Frequency 10.0 rad/s
Strain Amplitude 1.00 %
Stress Amplitude 31.427 kPa
Phase Angle (δ) (for the 10 cycles) 48.1 degree
Complex Modulus (G*) (for the 10 measurements) 3142.342 kPa
Test Temperature (Specimen 1) 25.0 C
(G*) x sin(δ)= 2339 kPa

Test 5 of 5

DIME Test ID: 2021-09-08-7-5
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: 09/24/2021
Date Tested: 09/22/2021
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 per 2018 standard specifications
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 974.0 mN
Beam deflection 60.0 s 1.204 µm
Measured Stiffness Modulus 60.0 s 65.200 mPa
Estimated Stiffness Modulus 60.0 s 65.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.399