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Sample Record for 2025-04-29-62

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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: 2025-04-29-62
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 04/29/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/29/2025
The quantity of what the sample constitutes: 2 of 2, split sample from site visit
A brief description of the sample: Tank 3
From where was the sample collected: Manufacturer
Laboratory sample identification: 13804291
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Seventeen Twenty oil company Corona CA

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number: 3
Time of sample: 10:18
HMA Supplier:
Certified Asphalt Supplier: Seventeen Twenty Oil Company - Corona CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2025-04-29-62-1
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: 05/27/2025
Date Tested: 05/27/2025
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: 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 0.170 kPa
Phase Angle (δ) (for the 10 cycles) 87.2 degree
Complex Modulus (G*) (for the 10 measurements) 1.420 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.42 kPa

Test 2 of 8

DIME Test ID: 2025-04-29-62-2
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: 05/27/2025
Date Tested: 05/16/2025
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: 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 0.414 kPa
Phase Angle (δ) (for the 10 cycles) 83.2 degree
Complex Modulus (G*) (for the 10 measurements) 4.138 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 4.17 kPa

Test 3 of 8

DIME Test ID: 2025-04-29-62-3
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: 05/27/2025
Date Tested: 05/17/2025
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
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 36.445 kPa
Phase Angle (δ) (for the 10 cycles) 48.0 degree
Complex Modulus (G*) (for the 10 measurements) 3644.077 kPa
Test Temperature (Specimen 1) 28.0 C
(G*) x sin(δ)= 2708 kPa

Test 4 of 8

DIME Test ID: 2025-04-29-62-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 05/27/2025
Date Tested: 05/17/2025
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: 2025-04-29-62-5
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 05/27/2025
Date Tested: 05/16/2025
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
Test Result Compliance: complies
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s? Pa-s
Time of test 09:00 HH:MM
Test Temperature 135 C
Speed 200 rpm
Spindle size .463 in
Torque 14.8 %
Viscosity reading #1 (A) 0.394 Pa-s
Viscosity reading #2 (B) 0.395 Pa-s
Viscosity reading #3 (C) 0.39 Pa-s
Average viscosity 0.393 Pa-s

Test 6 of 8

DIME Test ID: 2025-04-29-62-6
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: 05/27/2025
Date Tested: 05/17/2025
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:
Minimum test bath temperature at 240 s -6 C
Maximum test bath temperature at 240 s -6 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 85.35 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.376

Test 7 of 8

DIME Test ID: 2025-04-29-62-7
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: 05/27/2025
Date Tested: 05/16/2025
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) 208.029 grams
Mass of container #2 before test (m2i) 214.857 grams
Mass of container #1 after test (m1f) 207.942 grams
Mass of container #2 after test (m2f) 214.745 grams
Average mass change -0.284 percent
Mass of empty container #1 173.11 grams
Mass of empty container #2 179.68 grams

Test 8 of 8

DIME Test ID: 2025-04-29-62-8
Test Method: AASHTO R28-22: Accelerated Aging of Asphalt Binder Using a Pressurized Aging Vessel (PAV)
Verified Date: 05/27/2025
Date Tested: 05/16/2025
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 @ 100C
Test Result Compliance: complies
Additional Comments When Verified:
Sample identification PG64-16
Aging Test Temperature, nearest 0.5 C 100 C
Minimum aging temperature recorded 100 C
Maximum aging temperature recorded 100 C
Total time during aging that temperature was outside the specified range 20 minutes
Total aging time (hour) no data0 hours
Total aging time (minute) no data0 minutes
The heating temperature 100 C