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Sample Record for 2025-10-13-39

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Project Information

Project ID: 44444 DEA: ASCP EFIS: ASCP QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Asphalt Supplier Certification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-10-13-39
TL Number from the TL Form:
Sample Submitted By Organization: ABT Group
Sample Organization Contact: (949) 690-1411
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 10/13/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/24/2025
The quantity of what the sample constitutes: 2 of 2 can, initial testing new PG
A brief description of the sample: Asphalt Binder PG58-22
From where was the sample collected: Manufacturer
Laboratory sample identification: 5822251013
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery, Bakersfield, CAopop

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number: 5822251013
Sublot number:
Tank number: 2002
Time of sample: 9:00
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: Yes
Multigrade Type: PG 58-22 / PG 58-16
Asphalt Binder Mix Number:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2025-10-13-39-1
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: 12/08/2025
Date Tested: 12/03/2025
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 0.218 kPa
Phase Angle (δ) (for the 10 cycles) 88.9 degree
Complex Modulus (G*) (for the 10 measurements) 1.818 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.82 kPa

Test 2 of 8

DIME Test ID: 2025-10-13-39-2
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: 12/08/2025
Date Tested: 12/03/2025
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 0.337 kPa
Phase Angle (δ) (for the 10 cycles) 87.8 degree
Complex Modulus (G*) (for the 10 measurements) 3.373 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 3.38 kPa

Test 3 of 8

DIME Test ID: 2025-10-13-39-3
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: 12/08/2025
Date Tested: 12/04/2025
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: PAV
Test Result Compliance: does not comply
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 75.352 kPa
Phase Angle (δ) (for the 10 cycles) 52.6 degree
Complex Modulus (G*) (for the 10 measurements) 7234.714 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 5747 kPa

Test 4 of 8

DIME Test ID: 2025-10-13-39-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 12/08/2025
Date Tested: 12/08/2025
Submitted By Organization: ABT Group
Organization Address: NA,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: farzan.kazemi@dot.ca.gov
Organization Phone: (775) 357-4620
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 5 of 8

DIME Test ID: 2025-10-13-39-6
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: 12/08/2025
Date Tested: 12/03/2025
Submitted By Organization: ABT Group
Organization Address: NA,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: farzan.kazemi@dot.ca.gov
Organization Phone: (775) 357-4620
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) 208.8 grams
Mass of container #2 before test (m2i) 209.548 grams
Mass of container #1 after test (m1f) 208.74 grams
Mass of container #2 after test (m2f) 209.52 grams
Average mass change -0.124 percent
Mass of empty container #1 173.423 grams
Mass of empty container #2 173.946 grams

Test 6 of 8

DIME Test ID: 2025-10-13-39-7
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 12/08/2025
Date Tested: 12/08/2025
Submitted By Organization: ABT Group
Organization Address: NA,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: farzan.kazemi@dot.ca.gov
Organization Phone: (775) 357-4620
General Comments for this Test: VISCOSITY AT 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 .463 in
Torque 11.2 %
Viscosity reading #1 (A) 0.226 Pa-s
Viscosity reading #2 (B) 0.228 Pa-s
Viscosity reading #3 (C) 0.227 Pa-s
Average viscosity 0.227 Pa-s

Test 7 of 8

DIME Test ID: 2025-10-13-39-8
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: 12/08/2025
Date Tested: 12/08/2025
Submitted By Organization: ABT Group
Organization Address: NA,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: farzan.kazemi@dot.ca.gov
Organization Phone: (775) 357-4620
General Comments for this Test: PAV +3C @ 25C
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 45.970 kPa
Phase Angle (δ) (for the 10 cycles) 56.5 degree
Complex Modulus (G*) (for the 10 measurements) 4596.391 kPa
Test Temperature (Specimen 1) 25.0 C
(G*) x sin(δ)= 3833 kPa

Test 8 of 8

DIME Test ID: 2025-10-13-39-9
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: 12/08/2025
Date Tested: 12/08/2025
Submitted By Organization: ABT Group
Organization Address: NA,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: farzan.kazemi@dot.ca.gov
Organization Phone: (775) 357-4620
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 178 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.372