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Sample Record for 2022-08-13-18

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

Project Information

Project ID: 214426 DEA: 030A5704 EFIS: 0300020593 QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-20-13.3/R18.2
Work Description: Browns Valley Rehab: CONSTRUCT BRIDGE, REALIGN CURVE, WIDEN SHOULDERS AND CULVERT WORK.
Location Description: YUBA COUNTY FROM MARYSVILLE ROAD TO THE YUBA RIVER BRIDGE
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 400 Sunrise Ave, Suite 300, Roseville, CA 95661
Resident Engineer: Garrett Griffith Structure Rep.: Matt Crete

Sample Information

DIME Sample ID: 2022-08-13-18
TL Number from the TL Form: 778213
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 08/13/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/02/2022
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 64-16 Rubber Blend
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert and Sons

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: 2022-08-13-18-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 11/16/2022
Date Tested: 11/15/2022
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 Worked Penetration
Worked Penetration 27 0.1 mm

Test 2 of 3

DIME Test ID: 2022-08-13-18-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 11/16/2022
Date Tested: 11/15/2022
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 73 C
Softening Point Sample 2 74 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2022-08-13-18-3
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: 11/16/2022
Date Tested: 11/15/2022
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) 63 mm
Ball Penetration (P1) 3 mm
Final Dial reading (F2) 67 mm
Ball Penetration (P2) 4 mm
Final Dial reading (F3) 66 mm
Ball Penetration (P3) 3 mm
Resilience 1 40 %
Resilience 2 37 %
Resilience 3 37 %
Average Resilience 38 %
Minutes Reaction no data