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Sample Record for 2025-05-07-61

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Project Information

Project ID: 214627 DEA: 05344904 EFIS: 0500000505 QA Service Level: 1
DIST-CO-RTE-PM: 05-SBT-156-3/R8.2
Work Description: SAN BENITO ROUTE 156 IMPROVEMENT PROJECT SAN BENITO RTE 156 IMPROVEMENT PROJECT; INCLUDES NEW BRIDGE AND WIDENING OF EXISTING BRIDGE.
Location Description: SAN BENITO COUNTY IN AND NEAR SAN JUAN BAUTISTA FROM THE ALAMEDA TO 0.2 MILE EAST OF FOURTH STREET/BUSINESS ROUTE 156
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 223 Harrison Road 1B, Salinas, CA 93907
Resident Engineer: Frank (Farrukh) Sana Structure Rep.: Neil Weller

Sample Information

DIME Sample ID: 2025-05-07-61
TL Number from the TL Form: 0507251
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Informational
Type of Material: Asphalt Binder
Sample Taken Date: 05/07/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/13/2025
The quantity of what the sample constitutes: 1 of 2 Cans
A brief description of the sample: PG 64-28M
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Vernalis

Material Information

Performance Grade: PG 64-28 M
Modified: No
Lot number: 1
Sublot number: 4
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 on following page(s): 9

Test Results

Test 1 of 9

DIME Test ID: 2025-05-07-61-1
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: 05/20/2025
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
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.203 kPa
Phase Angle (δ) (for the 10 cycles) 72.6 degree
Complex Modulus (G*) (for the 10 measurements) 1.681 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.76 kPa

Test 2 of 9

DIME Test ID: 2025-05-07-61-2
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: 06/10/2025
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: Original
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 0.120 kPa
Phase Angle (δ) (for the 10 cycles) 72.5 degree
Complex Modulus (G*) (for the 10 measurements) 0.994 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.04 kPa

Test 3 of 9

DIME Test ID: 2025-05-07-61-5
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: 06/11/2025
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 1.00 %
Stress Amplitude 17.334 kPa
Phase Angle (δ) (for the 10 cycles) 44.8 degree
Complex Modulus (G*) (for the 10 measurements) 1724.737 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 1215 kPa

Test 4 of 9

DIME Test ID: 2025-05-07-61-6
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: 06/11/2025
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:
Minimum test bath temperature at 240 s -18 C
Maximum test bath temperature at 240 s -18 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) 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 67.3 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.351

Test 5 of 9

DIME Test ID: 2025-05-07-61-7
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 02/04/2026
Date Tested: 06/11/2025
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: ER
Test Result Compliance: does not comply
Additional Comments When Verified:
Final Reading from the testing machine (X) 6.0 cm
% Elongation Recovery 70 %

Test 6 of 9

DIME Test ID: 2025-05-07-61-3
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: 06/12/2025
Date Tested: 06/11/2025
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 0.285 kPa
Phase Angle (δ) (for the 10 cycles) 64.9 degree
Complex Modulus (G*) (for the 10 measurements) 2.849 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.15 kPa

Test 7 of 9

DIME Test ID: 2025-05-07-61-9
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: 06/12/2025
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
Mass of container #1 before test (m1i) 203.14 grams
Mass of container #2 before test (m2i) 201.387 grams
Mass of container #1 after test (m1f) 202.991 grams
Mass of container #2 after test (m2f) 201.241 grams
Average mass change -0.418 percent
Mass of empty container #1 168.443 grams
Mass of empty container #2 166.523 grams
Mass correction factor 0.006

Test 8 of 9

DIME Test ID: 2025-05-07-61-4
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: 06/11/2025
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: Delta
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue two specimens
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 65.0 degree
Dynamic Shear, G*/sin(δ) 3.14 kPa
Phase Angle 2 (δ) (for the 10 cycles) 67.0 degree
Dynamic Shear 2, G*/sin(δ) 1.75 kPa
Delta at 2.2 kpa 66.3 degree

Test 9 of 9

DIME Test ID: 2025-05-07-61-8
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: 06/10/2025
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 @135C
Test Result Compliance: complies
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s? cP
Time of test 09:46 HH:MM
Test Temperature 135.5 C
Speed 200 rpm
Spindle size 0.463 in
Torque 41 %
Viscosity reading #1 (A) 512.5 cP
Viscosity reading #2 (B) 512.5 cP
Viscosity reading #3 (C) 512.5 cP
Average viscosity 0.513 Pa-s