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Sample Record for 2025-05-05-41

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: 2025-05-05-41
TL Number from the TL Form:
Sample Submitted By Organization: Ergon Asphalt & Emulsions
Sample Organization Contact: (702) 736-2059
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 05/05/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/05/2025
The quantity of what the sample constitutes: 40000 lbs
A brief description of the sample: TEST Asphalt Binder
From where was the sample collected: Source
Laboratory sample identification: Z32210754
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ergon Las Vegas

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
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:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2025-05-05-41-1
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: 05/08/2025
Date Tested: 05/05/2025
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
Phase Angle (δ) (for the 10 cycles) 0.0 degree
Dynamic Shear, G*/sin(δ) 1.70 kPa

Test 2 of 8

DIME Test ID: 2025-05-05-41-2
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 05/08/2025
Date Tested: 05/05/2025
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 08:30 HH:MM
Test Temperature 135 C
Speed 20 rpm
Spindle size 21 in
Torque 33.5 %
Viscosity reading #1 (A) 0.84 Pa-s
Viscosity reading #2 (B) 0.84 Pa-s
Viscosity reading #3 (C) 0.84 Pa-s
Average viscosity 0.84 Pa-s

Test 3 of 8

DIME Test ID: 2025-05-05-41-3
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 05/08/2025
Date Tested: 05/05/2025
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 309 C
Ambient Barometric Pressure 704 mmHg
Cleveland Open-Cup Flash Point in Celsius 311 C

Test 4 of 8

DIME Test ID: 2025-05-05-41-4
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: 05/08/2025
Date Tested: 05/05/2025
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
Phase Angle (δ) (for the 10 cycles) 0.0 degree
Dynamic Shear, G*/sin(δ) 4.05 kPa

Test 5 of 8

DIME Test ID: 2025-05-05-41-5
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: 05/08/2025
Date Tested: 05/06/2025
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
Test Plate Diameter 8 mm
Phase Angle (δ) (for the 10 cycles) 0.0 degree
(G*) x sin(δ)= 2217 kPa

Test 6 of 8

DIME Test ID: 2025-05-05-41-6
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: 05/08/2025
Date Tested: 05/05/2025
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? One
Is mass change correction factor needed? Yes
Average mass change -0.527 percent
Mass correction factor 0.012

Test 7 of 8

DIME Test ID: 2025-05-05-41-7
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 05/08/2025
Date Tested: 05/06/2025
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 81 %

Test 8 of 8

DIME Test ID: 2025-05-05-41-8
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: 05/08/2025
Date Tested: 05/06/2025
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 no data
Estimated Stiffness Modulus 60.0 s 172 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.329