Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2021-06-14-40
TL Number from the TL Form:
Sample Submitted By Organization: VSS Emultech - West Sacramento
Sample Organization Contact: (916) 373-1500
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 06/14/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/14/2021
The quantity of what the sample constitutes: 2 cans, split sample
A brief description of the sample: Asphalt Binder
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: VSS Emultech West Sac
Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number: 2002
Time of sample: 8:00AM
HMA Supplier:
Certified Asphalt Supplier: VSS Emultech - West Sacramento CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
DIME Test ID: 2021-06-14-40-1
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 07/12/2021
Date Tested: 06/15/2021
Submitted By Organization: VSS Emultech - West Sacramento
Organization Address: 3785 Channel Drive,
Organization City: West Sacramento
Organization State: CA
Organization Zipcode: 95691
Organization Email: jack.dougherty@emultech.com
Organization Phone: (916) 373-1500
General Comments for this Test: 100+
Test Result Compliance:
Additional Comments When Verified:
Is a normal test obtainable?
|
Yes
|
Number of replicates tested
|
One
|
Ductility of test #1 (D1)
|
100 cm
|
Ductility of sample
|
100 cm
|
DIME Test ID: 2021-06-14-40-2
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 07/12/2021
Date Tested: 06/15/2021
Submitted By Organization: VSS Emultech - West Sacramento
Organization Address: 3785 Channel Drive,
Organization City: West Sacramento
Organization State: CA
Organization Zipcode: 95691
Organization Email: jack.dougherty@emultech.com
Organization Phone: (916) 373-1500
General Comments for this Test:
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
|
757 mmHg
|
Cleveland Open-Cup Flash Point in Celsius
|
300 C
|
DIME Test ID: 2021-06-14-40-3
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 07/12/2021
Date Tested: 06/14/2021
Submitted By Organization: VSS Emultech - West Sacramento
Organization Address: 3785 Channel Drive,
Organization City: West Sacramento
Organization State: CA
Organization Zipcode: 95691
Organization Email: jack.dougherty@emultech.com
Organization Phone: (916) 373-1500
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s?
|
cP
|
Time of test
|
10:00 HH:MM
|
Test Temperature
|
135 C
|
Speed
|
12 rpm
|
Spindle size
|
3 in
|
Torque
|
11 %
|
Viscosity reading #1 (A)
|
433 cP
|
Viscosity reading #2 (B)
|
433 cP
|
Viscosity reading #3 (C)
|
433 cP
|
Average viscosity
|
433 Pa-s
|
DIME Test ID: 2021-06-14-40-4
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/12/2021
Date Tested: 06/16/2021
Submitted By Organization: VSS Emultech - West Sacramento
Organization Address: 3785 Channel Drive,
Organization City: West Sacramento
Organization State: CA
Organization Zipcode: 95691
Organization Email: jack.dougherty@emultech.com
Organization Phone: (916) 373-1500
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Phase
|
PAV residue
|
Test Plate Diameter
|
8 mm
|
Phase Angle (δ) (for the 10 cycles)
|
48.8 degree
|
(G*) x sin(δ)=
|
2390 kPa
|
DIME Test ID: 2021-06-14-40-5
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/12/2021
Date Tested: 06/16/2021
Submitted By Organization: VSS Emultech - West Sacramento
Organization Address: 3785 Channel Drive,
Organization City: West Sacramento
Organization State: CA
Organization Zipcode: 95691
Organization Email: jack.dougherty@emultech.com
Organization Phone: (916) 373-1500
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Phase
|
RTFO residue
|
Test Plate Diameter
|
25 mm
|
Phase Angle (δ) (for the 10 cycles)
|
83.4 degree
|
Dynamic Shear, G*/sin(δ)
|
3.17 kPa
|
DIME Test ID: 2021-06-14-40-6
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/12/2021
Date Tested: 06/14/2021
Submitted By Organization: VSS Emultech - West Sacramento
Organization Address: 3785 Channel Drive,
Organization City: West Sacramento
Organization State: CA
Organization Zipcode: 95691
Organization Email: jack.dougherty@emultech.com
Organization Phone: (916) 373-1500
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Phase
|
Original binder
|
Test Plate Diameter
|
25 mm
|
Phase Angle (δ) (for the 10 cycles)
|
86.9 degree
|
Dynamic Shear, G*/sin(δ)
|
1.29 kPa
|
DIME Test ID: 2021-06-14-40-7
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 07/12/2021
Date Tested: 06/17/2021
Submitted By Organization: VSS Emultech - West Sacramento
Organization Address: 3785 Channel Drive,
Organization City: West Sacramento
Organization State: CA
Organization Zipcode: 95691
Organization Email: jack.dougherty@emultech.com
Organization Phone: (916) 373-1500
General Comments for this Test:
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)
|
0
|
Regression coefficient a
|
no data
|
Regression coefficient b
|
no data
|
Regression coefficient c
|
no data
|
Load at time 0.0
|
0.0 mN
|
Deflection at time 0.0 s
|
0.000 µm
|
Load at time 0.5 s
|
0.0 mN
|
Deflection at time 0.5 s
|
0.000 µm
|
Load at 60.0 s
|
0.0 mN
|
Beam deflection 60.0 s
|
0.000 µm
|
Measured Stiffness Modulus 60.0 s
|
58.163 mPa
|
Estimated Stiffness Modulus 60.0 s
|
no data
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.393
|
DIME Test ID: 2021-06-14-40-8
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: 07/12/2021
Date Tested: 06/14/2021
Submitted By Organization: VSS Emultech - West Sacramento
Organization Address: 3785 Channel Drive,
Organization City: West Sacramento
Organization State: CA
Organization Zipcode: 95691
Organization Email: jack.dougherty@emultech.com
Organization Phone: (916) 373-1500
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is mass change based on one or two containers?
|
Two
|
Average mass change
|
-0.191 percent
|