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Sample Record for 2024-10-08-92

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for storing JMF sample data
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-10-08-92
TL Number from the TL Form:
Sample Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Sample Organization Contact: (559) 793-0903
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 10/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2024
The quantity of what the sample constitutes: JMF
A brief description of the sample: Albina Oil
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Albina Oil

Material Information

Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Albina Asphalt - Chowchilla CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2024-10-08-92-1
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: 10/24/2024
Date Tested: 10/24/2024
Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Organization Address: 27671 Avenue 120,
Organization City: Porterville
Organization State: CA
Organization Zipcode: 93257
Organization Email: jordanb@jaxonaggregates.com
Organization Phone: (530) 227-0982
General Comments for this Test: Submitted from JMF - Michael Davis
Test Result Compliance:
Additional Comments When Verified:
Phase no data
Phase Angle (δ) (for the 10 cycles) no data
Dynamic Shear, G*/sin(δ) 2.20 kPa
(G*) x sin(δ)= no data