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Sample Record for 2026-09-17-49

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: 2026-09-17-49
TL Number from the TL Form:
Sample Submitted By Organization: Valero Marketing & Supply
Sample Organization Contact: 562-491-6952
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 09/17/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2026
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: Tank 3B
From where was the sample collected: Manufacturer
Laboratory sample identification: 091726-483
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Wilmington, CA

Material Information

Performance Grade: PG 70-10
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type:
HMA Supplier Mix ID Number:

Test Results

Test

DIME Test ID: 2026-09-17-49-1
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: 09/21/2026
Date Tested: 09/21/2026
Submitted By Organization: Valero Marketing & Supply
Organization Address: 2402 East Anaheim Street,
Organization City: Wilmington
Organization State: CA
Organization Zipcode: 90744
Organization Email: joan.do@valero.com
Organization Phone: (562) 491-6952
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) 1.30 kPa