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Sample Record for 2022-10-08-2

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

Project Information

Project ID: 993801 DEA: 032G3704 EFIS: 0321000118 QA Service Level: 1
DIST-CO-RTE-PM: 03-COL,YOL-16-0.1/7.3,0.0/0.7
Work Description: PARTIAL DEPTH RECYCLING, PLACE RHMA-G, & COLD PLANE AC PAVEMENT.
Location Description: COLUSA AND YOLO COUNTIES NEAR RUMSEY FROM 0.1 MILE SOUTH OF ROUTE 20 TO 1.3 MILES NORTH OF ROAD 40
Contractor Name: BALDWIN CONTRACTING CO. INC DBA KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 SKYWAY ROAD, CHICO, CA 95928
Resident Engineer: Masoud Saed Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-10-08-2
TL Number from the TL Form: 875256
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 10/08/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/10/2022
The quantity of what the sample constitutes: 1 cans
A brief description of the sample: 64-16
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero

Material Information

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

Test Results

Test 1 of 2

DIME Test ID: 2022-10-08-2-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 10/14/2022
Date Tested: 10/13/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Determination Unworked Penetration
Unworked Penetration 29 0.1 mm

Test 2 of 2

DIME Test ID: 2022-10-08-2-3
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: 10/14/2022
Date Tested: 10/13/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 25 C
Ball Penetration (P1) no data0 mm
Final Dial reading (F1) 66 mm
Ball Penetration (P2) no data0 mm
Final Dial reading (F2) 61 mm
Ball Penetration (P3) no data0 mm
Final Dial reading (F3) 64 mm
Resilience 1 34 %
Resilience 2 39 %
Resilience 3 36 %
Average Resilience 36 %
Minutes Reaction no data