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: 2025-05-27-37
TL Number from the TL Form:
Sample Submitted By Organization: Ergon Asphalt & Emulsions
Sample Organization Contact: (702) 736-2059
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 05/27/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/27/2025
The quantity of what the sample constitutes: 100 tons
A brief description of the sample: TEST Asphalt Binder
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ergon Las Vegas
Performance Grade: PG 76-22 M
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Ergon Asphalt & Emulsions Incorporated - Las Vegas NV
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2025-05-27-37-1
Test Method: AASHTO T228-22: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 06/03/2025
Date Tested: 05/27/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2025-05-27-37-2
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: 06/03/2025
Date Tested: 05/27/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
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
|
-0.47 percent
|
DIME Test ID: 2025-05-27-37-3
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 06/03/2025
Date Tested: 05/27/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
% Elongation Recovery
|
93 %
|
DIME Test ID: 2025-05-27-37-4
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: 06/03/2025
Date Tested: 05/27/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
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)
|
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
|
58.7 mPa
|
|
Estimated Stiffness Modulus 60.0 s
|
no data
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.415
|
DIME Test ID: 2025-05-27-37-5
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: 06/03/2025
Date Tested: 05/27/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
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)
|
0.0 degree
|
|
Dynamic Shear, G*/sin(δ)
|
1.65 kPa
|
DIME Test ID: 2025-05-27-37-6
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/03/2025
Date Tested: 05/27/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
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)
|
52.2 degree
|
|
Dynamic Shear, G*/sin(δ)
|
0.00 kPa
|
DIME Test ID: 2025-05-27-37-7
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/03/2025
Date Tested: 06/03/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Phase
|
PAV residue
|
|
Phase Angle (δ) (for the 10 cycles)
|
50.8 degree
|
|
Dynamic Shear, G*/sin(δ)
|
0.00 kPa
|
|
(G*) x sin(δ)=
|
no data
|
DIME Test ID: 2025-05-27-37-8
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 06/03/2025
Date Tested: 05/27/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Is viscosity reading in cP/Pa-s?
|
Pa-s
|
|
Time of test
|
07:30 HH:MM
|
|
Test Temperature
|
135 C
|
|
Speed
|
20 rpm
|
|
Spindle size
|
27 in
|
|
Torque
|
11.4 %
|
|
Viscosity reading #1 (A)
|
1.43 Pa-s
|
|
Viscosity reading #2 (B)
|
1.43 Pa-s
|
|
Viscosity reading #3 (C)
|
1.43 Pa-s
|
|
Average viscosity
|
1.43 Pa-s
|
DIME Test ID: 2025-05-27-37-9
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 06/03/2025
Date Tested: 05/27/2025
Submitted By Organization: Ergon Asphalt & Emulsions
Organization Address: 3901 West Ponderosa Way,
Organization City: Las Vegas
Organization State: NV
Organization Zipcode: 89118
Organization Email: mayelin.serrano@ergon.com
Organization Phone: (702) 736-2059
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
|
270 C
|
|
Ambient Barometric Pressure
|
710 mmHg
|
|
Cleveland Open-Cup Flash Point in Celsius
|
273 C
|
