Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2024-09-09-139
TL Number from the TL Form:
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 09/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/09/2024
The quantity of what the sample constitutes: Production Start-Up Evaluation and JMF Verification Renewal
A brief description of the sample: 2 cans of Asphalt Rubber Binder
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA)
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2024-09-09-139-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 07/17/2025
Date Tested: 09/18/2024
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Submitted from JMF - Ward Jenkins
Test Result Compliance:
Additional Comments When Verified:
|
Determination
|
Block Penetration
|
|
Block Penetration
|
39 0.1 mm
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2024-09-09-139-2
Test Method: ASTM D5329-16: Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements (Asphalt Pavement)
Verified Date: 07/17/2025
Date Tested: 09/18/2024
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Submitted from JMF - Ward Jenkins
Test Result Compliance:
Additional Comments When Verified:
|
Temperature
|
no data
|
|
Ball Penetration (P1)
|
no data
|
|
Final Dial reading (F1)
|
no data
|
|
Ball Penetration (P2)
|
no data
|
|
Final Dial reading (F2)
|
no data
|
|
Ball Penetration (P3)
|
no data
|
|
Final Dial reading (F3)
|
no data
|
|
Resilience 1
|
no data
|
|
Resilience 2
|
no data
|
|
Resilience 3
|
no data
|
|
Average Resilience
|
34 %
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2024-09-09-139-3
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 07/17/2025
Date Tested: 09/18/2024
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Submitted from JMF - Ward Jenkins
Test Result Compliance:
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
65 C
|
|
Softening Point Sample 2
|
no data
|
|
Bath Liquid
|
no data
|
|
Minutes Reaction
|
no data
|
