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Sample Record for 2020-08-10-30

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Project Information

Project ID: 212535 DEA: 031A9204 EFIS: 0300020608 QA Service Level: 1
DIST-CO-RTE-PM: 03-SUT-20-5-11.3
Work Description: SUTTER BYPASS WIDENING AND REHAB
Location Description: NEAR YUBA CITY FROM SUTTER BYPASS TO 0.1 MILE WEST OF LYTLE ROAD.
Contractor Name: KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 SKYWAY DR., CHICO, CA 95928
Resident Engineer: Anthony Granados Structure Rep.: Glen Lawson

Sample Information

DIME Sample ID: 2020-08-10-30
TL Number from the TL Form: 724291
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: 08/10/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/12/2020
The quantity of what the sample constitutes: 2 cans each, #5Test,#2(724289),#3(724290),#4(724292),#6(724294),#7(724293), #8(724296), #9(724295)
A brief description of the sample: TEST Asphalt Rubber Binder
From where was the sample collected: Source
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 3

DIME Test ID: 2020-08-10-30-1
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: 08/31/2020
Date Tested: 08/19/2020
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) 1 mm
Final Dial reading (F2) 75 mm
Ball Penetration (P2) 1 mm
Final Dial reading (F3) 75 mm
Ball Penetration (P3) 0 mm
Resilience 1 23 %
Resilience 2 26 %
Resilience 3 25 %
Average Resilience 25 %
Minutes Reaction no data

Test 2 of 3

DIME Test ID: 2020-08-10-30-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/10/2020
Date Tested: 08/19/2020
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 77 C
Softening Point Sample 2 77 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2020-08-10-30-3
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 08/26/2020
Date Tested: 08/19/2020
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:
Determination Worked Penetration
Worked Penetration 25 0.1 mm