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Sample Record for 2024-10-07-80

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: 2024-10-07-80
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: 10/07/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/07/2024
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: Tank 19
From where was the sample collected: Manufacturer
Laboratory sample identification: Z32210352
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Las Vegas, NV

Material Information

Performance Grade: PG 64-28M
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Ergon Asphalt & Emulsions
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type:
HMA Supplier Mix ID Number:

Test Results

Test

DIME Test ID: 2024-10-07-80-1
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: 02/10/2025
Date Tested: 10/28/2024
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: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Phase Original binder
Phase Angle (δ) (for the 10 cycles) no data
Dynamic Shear, G*/sin(δ) 1.36 kPa