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Sample Record for 2025-07-15-76

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

Project Information

Project ID: 1000751 DEA: 060Y1704 EFIS: 0619000004 QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-41-0.0/15.5
Work Description: COLD PLANE AC PVMT, OVERLAY HMA AND RHMA.
Location Description: KINGS COUNTY NEAR KETTLEMAN CITY FROM THE KERN COUNTY LINE TO 0.8 MILE SOUTH OF ROUTE 5
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Oscar Sherrill Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2025-07-15-76
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: 07/15/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2025
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 64-10
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM Avenal Plant

Material Information

Performance Grade: PG 64-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield 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: 2025-07-15-76-1
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: 08/06/2025
Date Tested: 08/01/2025
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 12.06 %
Stress Amplitude 0.185 kPa
Phase Angle (δ) (for the 10 cycles) 89.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.537 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.54 kPa

Test 2 of 7

DIME Test ID: 2025-07-15-76-2
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: 08/06/2025
Date Tested: 08/01/2025
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 10.05 %
Stress Amplitude 0.310 kPa
Phase Angle (δ) (for the 10 cycles) 88.7 degree
Complex Modulus (G*) (for the 10 measurements) 3.089 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.09 kPa

Test 3 of 7

DIME Test ID: 2025-07-15-76-3
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: 08/06/2025
Date Tested: 08/04/2025
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 1.01 %
Stress Amplitude 54.579 kPa
Phase Angle (δ) (for the 10 cycles) 65.3 degree
Complex Modulus (G*) (for the 10 measurements) 5430.593 kPa
Test Temperature (Specimen 1) 31.0 C
(G*) x sin(δ)= 4934 kPa

Test 4 of 7

DIME Test ID: 2025-07-15-76-4
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: 08/06/2025
Date Tested: 08/04/2025
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 no data0 C
Maximum test bath temperature at 240 s no data0 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 168 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.461

Test 5 of 7

DIME Test ID: 2025-07-15-76-5
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 08/06/2025
Date Tested: 08/01/2025
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 08:44 HH:MM
Test Temperature 135.2 C
Speed 200 rpm
Spindle size .463 in
Torque 20.1 %
Viscosity reading #1 (A) 251.25 cP
Viscosity reading #2 (B) 251.25 cP
Viscosity reading #3 (C) 251.25 cP
Average viscosity 0.251 Pa-s

Test 6 of 7

DIME Test ID: 2025-07-15-76-6
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 08/06/2025
Date Tested: 08/01/2025
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: Ductility
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: 2025-07-15-76-7
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: 08/06/2025
Date Tested: 08/04/2025
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) 192.097 grams
Mass of container #2 before test (m2i) 198.53 grams
Mass of container #1 after test (m1f) 191.839 grams
Mass of container #2 after test (m2f) 198.27 grams
Average mass change -0.733 percent
Mass of empty container #1 157.065 grams
Mass of empty container #2 163.442 grams
Mass correction factor 0.006