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Sample Record for 2022-05-18-28

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

Project Information

Project ID: 215721 DEA: 010K5704 EFIS: 0120000118 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-36-40.5/45.7
Work Description: COLD PLANE AC PAVEMENT, PLACE RHMA-G AND TRAFFIC STRIPING.
Location Description: HUMBOLDT COUNTY NEAR DINSMORE FROM VAN DUZEN RIVER BRIDGE TO TRINITY COUNTY LINE
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: P. O. BOX 1006, EUREKA, CA 95502-1006
Resident Engineer: Joaquin Rodriguez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-05-18-28
TL Number from the TL Form: 581675
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 05/18/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/19/2022
The quantity of what the sample constitutes: 4 cans
A brief description of the sample: Asphalt Rubber Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MFC Mercer Fraser

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-05-18-28-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 05/20/2022
Date Tested: 05/20/2022
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: complies
Additional Comments When Verified:
Determination Unworked Penetration
Unworked Penetration 40 0.1 mm

Test 2 of 3

DIME Test ID: 2022-05-18-28-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 05/20/2022
Date Tested: 05/20/2022
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: complies
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 63 C
Softening Point Sample 2 63 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2022-05-18-28-3
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: 05/20/2022
Date Tested: 05/20/2022
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: complies
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) 80 mm
Ball Penetration (P1) 6 mm
Final Dial reading (F2) 80 mm
Ball Penetration (P2) 5 mm
Final Dial reading (F3) 80 mm
Ball Penetration (P3) 5 mm
Resilience 1 26 %
Resilience 2 25 %
Resilience 3 25 %
Average Resilience 25 %
Minutes Reaction no data