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Sample Record for 2026-01-14-35

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Project Information

Project ID: 1000207 DEA: 060Q4324 EFIS: 0619000026 COOP: 061730 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-190-13.1/16.6
Work Description: HMA, MINOR CONCRETE AND JPCP.
Location Description: TULARE COUNTY IN AND NEAR PORTERVILLE AT VARIOUS LOCATIONS FROM 0.2 MILE WEST OF WESTWOOD STREET TO 0.1 MILE EAST OF SOUTH MAIN STREET
Contractor Name: CAL VALLEY CONSTRUCTION, INC.
Contractor Address: 5125 North Gates Avenue, Suite 102, Fresno CA 93722
Resident Engineer: Tyler Street Structure Rep.: Vicente Sanchez

Sample Information

DIME Sample ID: 2026-01-14-35
TL Number from the TL Form:
Sample Submitted By Organization: WSP USA - Phoenix
Sample Organization Contact: 480-519-9086
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 01/14/2026
Date that the sample was received by the laboratory/organization performing the testing: 01/27/2026
The quantity of what the sample constitutes: 1 can
A brief description of the sample: binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Albina Chowchilla

Material Information

Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Albina Asphalt - Chowchilla CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2026-01-14-35-1
Test Method: AASHTO T240-23: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 02/04/2026
Date Tested: 02/02/2026
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
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
Is mass change correction factor needed? Yes
Any material loss from containers during heating process/testing? no data
Mass of container #1 before test (m1i) 201.364 grams
Mass of container #2 before test (m2i) 203.028 grams
Mass of container #1 after test (m1f) 201.177 grams
Mass of container #2 after test (m2f) 202.839 grams
Average mass change -0.53 percent
Mass of empty container #1 166.338 grams
Mass of empty container #2 167.956 grams
Mass correction factor 0.006

Test 2 of 7

DIME Test ID: 2026-01-14-35-2
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 02/04/2026
Date Tested: 02/02/2026
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test: Viscosity
Test Result Compliance: complies
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s? cP
Time of test 00:00 HH:MM
Test Temperature 135 C
Speed 200 rpm
Spindle size .463 in
Torque 32 %
Viscosity reading #1 (A) 400 cP
Viscosity reading #2 (B) 400 cP
Viscosity reading #3 (C) 400 cP
Average viscosity 0.4 Pa-s

Test 3 of 7

DIME Test ID: 2026-01-14-35-3
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 02/04/2026
Date Tested: 02/04/2026
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
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 12.06 %
Stress Amplitude 0.159 kPa
Phase Angle (δ) (for the 10 cycles) 86.7 degree
Complex Modulus (G*) (for the 10 measurements) 1.322 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.32 kPa

Test 4 of 7

DIME Test ID: 2026-01-14-35-4
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 02/04/2026
Date Tested: 02/02/2026
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.375 kPa
Phase Angle (δ) (for the 10 cycles) 82.5 degree
Complex Modulus (G*) (for the 10 measurements) 3.747 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.78 kPa

Test 5 of 7

DIME Test ID: 2026-01-14-35-5
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 02/04/2026
Date Tested: 02/04/2026
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
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 1.01 %
Stress Amplitude 32.346 kPa
Phase Angle (δ) (for the 10 cycles) 48.8 degree
Complex Modulus (G*) (for the 10 measurements) 3218.420 kPa
Test Temperature (Specimen 1) 28.0 C
(G*) x sin(δ)= 2422 kPa

Test 6 of 7

DIME Test ID: 2026-01-14-35-6
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 02/04/2026
Date Tested: 02/04/2026
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test: Duct.
Test Result Compliance: complies
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested Three
Ductility of test #1 (D1) 150 cm
Ductility of test #2 (D2) 150 cm
Ductility of test #3 (D3) 150 cm
Ductility of sample 150 cm

Test 7 of 7

DIME Test ID: 2026-01-14-35-8
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: 02/04/2026
Date Tested: 02/03/2026
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
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 no data
Estimated Stiffness Modulus 60.0 s 68.5 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.391