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Sample Record for 2023-03-20-7

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: 2023-03-20-7
TL Number from the TL Form:
Sample Submitted By Organization: VSS Emultech - Redding
Sample Organization Contact: (916) 373-1500
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 03/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/20/2023
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: Tank 3410
From where was the sample collected: Manufacturer
Laboratory sample identification: AC-270-3026
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Redding, CA

Material Information

Performance Grade: PG 64-16/10
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: VSS Emultech
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 9

Test Results

Test 1 of 9

DIME Test ID: 2023-03-20-7-1
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 04/14/2023
Date Tested: 04/13/2023
Submitted By Organization: VSS Emultech - Redding
Organization Address: 7200 Pit Road,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: molly.gibney@slurry.com
Organization Phone: (916) 373-1500
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s? Pa-s
Time of test 10:00 HH:MM
Test Temperature 135 C
Speed 20 rpm
Spindle size 21 in
Torque 19 %
Viscosity reading #1 (A) 0.455 Pa-s
Viscosity reading #2 (B) 0.455 Pa-s
Viscosity reading #3 (C) 0.455 Pa-s
Average viscosity 0.455 Pa-s

Test 2 of 9

DIME Test ID: 2023-03-20-7-2
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 04/14/2023
Date Tested: 04/13/2023
Submitted By Organization: VSS Emultech - Redding
Organization Address: 7200 Pit Road,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: molly.gibney@slurry.com
Organization Phone: (916) 373-1500
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Units of measurement for Observed Flash Point (C or F) and Ambient barometric pressure (kP or mmHg) Celsius and mmHg
Observed Flash Point 300 C
Ambient Barometric Pressure 761 mmHg
Cleveland Open-Cup Flash Point in Celsius 300 C

Test 3 of 9

DIME Test ID: 2023-03-20-7-3
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 04/14/2023
Date Tested: 04/13/2023
Submitted By Organization: VSS Emultech - Redding
Organization Address: 7200 Pit Road,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: molly.gibney@slurry.com
Organization Phone: (916) 373-1500
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Was test performed on residue from distillation or evaporation? Evaporation
Soluble, percent 99.9 %
Insoluble, percent 0.0 %

Test 4 of 9

DIME Test ID: 2023-03-20-7-4
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/14/2023
Date Tested: 04/13/2023
Submitted By Organization: VSS Emultech - Redding
Organization Address: 7200 Pit Road,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: molly.gibney@slurry.com
Organization Phone: (916) 373-1500
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Phase Original binder
Phase Angle (δ) (for the 10 cycles) 0.0 degree
Dynamic Shear, G*/sin(δ) 1.46 kPa

Test 5 of 9

DIME Test ID: 2023-03-20-7-5
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 04/14/2023
Date Tested: 04/13/2023
Submitted By Organization: VSS Emultech - Redding
Organization Address: 7200 Pit Road,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: molly.gibney@slurry.com
Organization Phone: (916) 373-1500
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Is mass change based on one or two containers? One
Average mass change -0.122 percent

Test 6 of 9

DIME Test ID: 2023-03-20-7-6
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/14/2023
Date Tested: 04/13/2023
Submitted By Organization: VSS Emultech - Redding
Organization Address: 7200 Pit Road,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: molly.gibney@slurry.com
Organization Phone: (916) 373-1500
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Phase RTFO residue
Phase Angle (δ) (for the 10 cycles) 0.0 degree
Dynamic Shear, G*/sin(δ) 4.63 kPa

Test 7 of 9

DIME Test ID: 2023-03-20-7-7
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 04/14/2023
Date Tested: 04/13/2023
Submitted By Organization: VSS Emultech - Redding
Organization Address: 7200 Pit Road,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: molly.gibney@slurry.com
Organization Phone: (916) 373-1500
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) no data
Ductility of sample 150 cm

Test 8 of 9

DIME Test ID: 2023-03-20-7-8
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/14/2023
Date Tested: 04/13/2023
Submitted By Organization: VSS Emultech - Redding
Organization Address: 7200 Pit Road,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: molly.gibney@slurry.com
Organization Phone: (916) 373-1500
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Phase Angle (δ) (for the 10 cycles) 0.0 degree
(G*) x sin(δ)= 2999 kPa

Test 9 of 9

DIME Test ID: 2023-03-20-7-9
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: 04/14/2023
Date Tested: 04/13/2023
Submitted By Organization: VSS Emultech - Redding
Organization Address: 7200 Pit Road,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: molly.gibney@slurry.com
Organization Phone: (916) 373-1500
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
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 64.18 mPa
Estimated Stiffness Modulus 60.0 s 64.18 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.411