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Sample Record for 2025-10-10-50

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

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: 2025-10-10-50
TL Number from the TL Form:
Sample Submitted By Organization: ABT Group
Sample Organization Contact: (949) 690-1411
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 10/10/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/20/2025
The quantity of what the sample constitutes: 2 of 2
A brief description of the sample: Tank 868
From where was the sample collected: Manufacturer
Laboratory sample identification: AC-3262-WS
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: West Sacramento,CA

Material Information

Performance Grade: PG 64-28
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: VSS Emultech - West Sacramento CA
Multigrade: No
Multigrade Type: PG 64-28 / PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2025-10-10-50-1
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: 10/28/2025
Date Tested: 10/24/2025
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: 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 0.140 kPa
Phase Angle (δ) (for the 10 cycles) 87.2 degree
Complex Modulus (G*) (for the 10 measurements) 1.159 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.16 kPa

Test 2 of 7

DIME Test ID: 2025-10-10-50-2
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: 10/28/2025
Date Tested: 10/24/2025
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 10.05 %
Stress Amplitude 0.277 kPa
Phase Angle (δ) (for the 10 cycles) 83.8 degree
Complex Modulus (G*) (for the 10 measurements) 2.753 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 2.77 kPa

Test 3 of 7

DIME Test ID: 2025-10-10-50-3
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: 10/28/2025
Date Tested: 10/24/2025
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 1.01 %
Stress Amplitude 44.876 kPa
Phase Angle (δ) (for the 10 cycles) 48.8 degree
Complex Modulus (G*) (for the 10 measurements) 4465.082 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 3360 kPa

Test 4 of 7

DIME Test ID: 2025-10-10-50-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 10/28/2025
Date Tested: 10/24/2025
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 7

DIME Test ID: 2025-10-10-50-5
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: 10/28/2025
Date Tested: 10/24/2025
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) 212.194 grams
Mass of container #2 before test (m2i) 209.342 grams
Mass of container #1 after test (m1f) 212.065 grams
Mass of container #2 after test (m2f) 209.214 grams
Average mass change -0.364 percent
Mass of empty container #1 176.915 grams
Mass of empty container #2 174.008 grams

Test 6 of 7

DIME Test ID: 2025-10-10-50-6
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: 10/28/2025
Date Tested: 10/25/2025
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 -18.1 C
Maximum test bath temperature at 240 s -17.9 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 264 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.311

Test 7 of 7

DIME Test ID: 2025-10-10-50-7
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 10/28/2025
Date Tested: 10/24/2025
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 @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 200 rpm
Spindle size .463 in
Torque 18.6 %
Viscosity reading #1 (A) 0.367 Pa-s
Viscosity reading #2 (B) 0.367 Pa-s
Viscosity reading #3 (C) 0.367 Pa-s
Average viscosity 0.367 Pa-s