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Sample Record for 2024-11-04-37

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Project Information

Project ID: 994239 DEA: 010H0214 EFIS: 0118000107 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-169-19.0/33.0
Work Description: Cappell Walls
Location Description: HUMBOLDT COUNTY NEAR PECWAN FROM 3.4 MILES WEST OF CAPPELL CREEK BRIDGE TO 0.4 MILE EAST OF WEITCHPEC SCHOOL ROAD (Description of Work: Construct Soldier Pile Wall, Install Drainage, Place HMA (Type A))
Contractor Name: Mercer-Fraser Company
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Efren Banuelos Structure Rep.: Dustin Helliwell

Sample Information

DIME Sample ID: 2024-11-04-37
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: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 11/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/04/2024
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: 1/2" HMA w/ Warm mix
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Willows Creek Plant

Material Information

Performance Grade: PG 64-16
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

Test 1 of 9

DIME Test ID: 2024-11-04-37-1
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: 01/27/2025
Date Tested: 12/24/2024
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: Original
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Phase Angle (δ) (for the 10 cycles) 0.0 degree
Dynamic Shear, G*/sin(δ) 1.31 kPa

Test 2 of 9

DIME Test ID: 2024-11-04-37-2
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: 01/27/2025
Date Tested: 12/24/2024
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
Phase Angle (δ) (for the 10 cycles) 0.0 degree
Dynamic Shear, G*/sin(δ) 3.17 kPa

Test 3 of 9

DIME Test ID: 2024-11-04-37-3
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: 01/27/2025
Date Tested: 12/24/2024
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: PAV
Test Result Compliance: complies
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Phase Angle (δ) (for the 10 cycles) 53.0 degree
(G*) x sin(δ)= 2220 kPa

Test 4 of 9

DIME Test ID: 2024-11-04-37-5
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: 01/27/2025
Date Tested: 12/24/2024
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: BBR
Test Result Compliance: complies
Additional Comments When Verified:
Time test started no data HH:MM:SS
Flags issued by software during test no data
Correlation coefficient (R²) no data0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 no data0 mN
Deflection at time 0.0 s no data0 µm
Load at time 0.5 s no data0 mN
Deflection at time 0.5 s no data0 µm
Load at 60.0 s no data0 mN
Beam deflection 60.0 s no data0 µm
Measured Stiffness Modulus 60.0 s 66 MPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.412

Test 5 of 9

DIME Test ID: 2024-11-04-37-6
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: 01/27/2025
Date Tested: 12/24/2024
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: MASS CHANGE
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Average mass change -0.383 percent

Test 6 of 9

DIME Test ID: 2024-11-04-37-7
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 01/27/2025
Date Tested: 12/24/2024
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: FLASH POINT
Test Result Compliance: complies
Additional Comments When Verified:
Units of measurement for Observed Flash Point (C or F) and Ambient barometric pressure (kP or mmHg) Celsius and kilopascals
Observed Flash Point 302 C
Ambient Barometric Pressure 103 kP
Cleveland Open-Cup Flash Point in Celsius 302 C

Test 7 of 9

DIME Test ID: 2024-11-04-37-8
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 01/27/2025
Date Tested: 12/24/2024
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: SOLUBILITY
Test Result Compliance: complies
Additional Comments When Verified:
Was test performed on residue from distillation or evaporation? Evaporation
Soluble, percent 99.4 %
Insoluble, percent 0.6 %

Test 8 of 9

DIME Test ID: 2024-11-04-37-9
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 01/27/2025
Date Tested: 12/24/2024
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: VISCOSITY @ 135C
Test Result Compliance: complies
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s? Pa-s
Time of test 00:00 HH:MM
Test Temperature 135 C
Speed 20 rpm
Spindle size 0.66 in
Torque 16 %
Viscosity reading #1 (A) 0.4 Pa-s
Viscosity reading #2 (B) 0.4 Pa-s
Viscosity reading #3 (C) 0.4 Pa-s
Average viscosity 0.4 Pa-s

Test 9 of 9

DIME Test ID: 2024-11-04-37-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 01/27/2025
Date Tested: 12/24/2024
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: Ductility
Test Result Compliance: complies
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) 100 cm
Ductility of sample 100 cm