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Sample Record for 2021-10-12-42

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

Project Information

Project ID: 8802 DEA: RR-ARB21 EFIS: RR-ARB21 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special Project for Round Robin of Asphalt Rubber Binder 2021
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-10-12-42
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Informational
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 10/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2021
The quantity of what the sample constitutes: 10 one-gallon cans
A brief description of the sample: Asphalt Rubber Binder Roundrobin
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National Blending Company

Material Information

Asphalt modifier supplier: Tricor Refining
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2021-10-12-42-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 12/13/2021
Date Tested: 12/09/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Five results: 23, 24, 30, 22, 21. Sample container size: 1.5 inch depth, 3.75 inch diameter
Test Result Compliance:
Additional Comments When Verified:
Determination Unworked Penetration
Unworked Penetration 23 0.1 mm

Test 2 of 3

DIME Test ID: 2021-10-12-42-2
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: 12/10/2021
Date Tested: 12/09/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) 78 mm
Ball Penetration (P1) 0 mm
Final Dial reading (F2) 77 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 79 mm
Ball Penetration (P3) 1 mm
Resilience 1 22 %
Resilience 2 23 %
Resilience 3 22 %
Average Resilience 22 %
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2021-10-12-42-3
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 12/10/2021
Date Tested: 12/09/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 74 C
Softening Point Sample 2 73 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data