Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212324 DEA: 033F5104 EFIS: 0313000020
QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-20-R18.1/R20.1
Work Description: Construct bridge, realign curve & widen shoulders.
Location Description: Construction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road.
Contractor Name: Flatiron West, Inc.
Contractor Address: 2100 Goodyear Road, Benicia, CA 94510
Resident Engineer: Aaron Chamberlin Structure Rep.: Brent Bullard
DIME Sample ID: 2021-06-21-1
TL Number from the TL Form: 930936
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: 06/21/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/14/2021
The quantity of what the sample constitutes: 1 Can #1 Test
A brief description of the sample: Asphalt Binder Sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Marathon
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 3
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2021-06-21-1-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 06/24/2021
Date Tested: 06/23/2021
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: Per 2018 standard specifications
Test Result Compliance: complies
Additional Comments When Verified:
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Determination
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Unworked Penetration
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|
Unworked Penetration
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34 0.1 mm
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DIME Test ID: 2021-06-21-1-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 06/24/2021
Date Tested: 06/23/2021
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: Per 2018 standard specifications
Test Result Compliance: complies
Additional Comments When Verified:
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ASTM Thermometer used?
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C
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Softening Point Sample 1
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70 C
|
|
Softening Point Sample 2
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70 C
|
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Bath Liquid
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USP glycerin
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Minutes Reaction
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no data
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DIME Test ID: 2021-06-21-1-3
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: 06/24/2021
Date Tested: 06/23/2021
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: Per 2018 standard specifications
Test Result Compliance: complies
Additional Comments When Verified: Pass
|
Temperature
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25 C
|
|
Final Dial reading (F1)
|
85 mm
|
|
Ball Penetration (P1)
|
4 mm
|
|
Final Dial reading (F2)
|
88 mm
|
|
Ball Penetration (P2)
|
4 mm
|
|
Final Dial reading (F3)
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79 mm
|
|
Ball Penetration (P3)
|
6 mm
|
|
Resilience 1
|
19 %
|
|
Resilience 2
|
16 %
|
|
Resilience 3
|
27 %
|
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Average Resilience
|
21 %
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Minutes Reaction
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no data
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