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Sample Record for 2025-12-08-37

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

Project Information

Project ID: 1001575 DEA: 061H9604 EFIS: 0625000104 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-46,119-VAR
Work Description: COLD PLANE AC PAVEMENT AND PLACING RHMA TYPE G.
Location Description: KERN COUNTY AT VARIOUS LOCATIONS
Contractor Name: Griffith Company (Edward Torres)
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield, CA 93308
Resident Engineer: Alejandro Ruezga Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-12-08-37
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: 12/08/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/15/2025
The quantity of what the sample constitutes: 1 can of binder
A brief description of the sample: 70-10
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston

Material Information

Performance Grade: PG 70-10
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): 8

Test Results

Test 1 of 8

DIME Test ID: 2025-12-08-37-1
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: 12/30/2025
Date Tested: 12/24/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
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 12.00 %
Stress Amplitude 0.174 kPa
Phase Angle (δ) (for the 10 cycles) 89.4 degree
Complex Modulus (G*) (for the 10 measurements) 1.449 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 1.45 kPa

Test 2 of 8

DIME Test ID: 2025-12-08-37-2
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: 12/30/2025
Date Tested: 12/30/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
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 0.267 kPa
Phase Angle (δ) (for the 10 cycles) 88.7 degree
Complex Modulus (G*) (for the 10 measurements) 2.669 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 2.67 kPa

Test 3 of 8

DIME Test ID: 2025-12-08-37-3
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: 12/30/2025
Date Tested: 12/30/2025
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: does not comply
Additional Comments When Verified:
Phase RTFO residue
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 1.00 %
Stress Amplitude 81.514 kPa
Phase Angle (δ) (for the 10 cycles) 58.6 degree
Complex Modulus (G*) (for the 10 measurements) 8150.539 kPa
Test Temperature (Specimen 1) 34.0 C
Dynamic Shear, G*/sin(δ) 9548.98 kPa

Test 4 of 8

DIME Test ID: 2025-12-08-37-4
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: 12/30/2025
Date Tested: 12/24/2025
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? No
Any material loss from containers during heating process/testing? no data
Mass of container #1 before test (m1i) 187.231 grams
Mass of container #2 before test (m2i) 201.683 grams
Mass of container #1 after test (m1f) 187.141 grams
Mass of container #2 after test (m2f) 201.665 grams
Average mass change -0.155 percent
Mass of empty container #1 152.414 grams
Mass of empty container #2 166.675 grams

Test 5 of 8

DIME Test ID: 2025-12-08-37-6
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 12/30/2025
Date Tested: 12/24/2025
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: VISCOCITY AT 135C
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 32.2 %
Viscosity reading #1 (A) 402.5 cP
Viscosity reading #2 (B) 402.5 cP
Viscosity reading #3 (C) 403.75 cP
Average viscosity 0.403 Pa-s

Test 6 of 8

DIME Test ID: 2025-12-08-37-7
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 12/30/2025
Date Tested: 12/30/2025
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 8

DIME Test ID: 2025-12-08-37-8
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: 12/30/2025
Date Tested: 12/30/2025
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 + 3C
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 48.732 kPa
Phase Angle (δ) (for the 10 cycles) 62.1 degree
Complex Modulus (G*) (for the 10 measurements) 4872.889 kPa
Test Temperature (Specimen 1) 37.0 C
(G*) x sin(δ)= 4306 kPa

Test 8 of 8

DIME Test ID: 2025-12-08-37-9
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: 12/30/2025
Date Tested: 12/30/2025
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:
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 266.5 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.372