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Sample Record for 2020-08-02-1

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

Project Information

Project ID: 214528 DEA: 024G5404 EFIS: 0214000024 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-40.3/42.1
Work Description: PLACE HMA AND MINOR CONCRETE, AND MODIFY ELECTRICAL SYSTEM.
Location Description: TEHAMA COUNTY IN RED BLUFF FROM 0.6 MILE EAST OF BAKER ROAD TO 0.2 MILE EAST OF EAST SAND SLOUGH BRIDGE
Contractor Name: TULLIS INC
Contractor Address: P O BOX 493416, REDDING, CA 96002-3416
Resident Engineer: Mike Zdenek Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-08-02-1
TL Number from the TL Form: 853446-1
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: 08/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/05/2020
The quantity of what the sample constitutes: 1 can, NO Test #2(815627),#3(815628)
A brief description of the sample: Asphalt Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia

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: 2020-08-02-1-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 08/17/2020
Date Tested: 08/14/2020
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 29 0.1 mm

Test 2 of 3

DIME Test ID: 2020-08-02-1-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 08/17/2020
Date Tested: 08/14/2020
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 72 C
Softening Point Sample 2 72 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2020-08-02-1-3
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: 08/17/2020
Date Tested: 08/14/2020
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) 70 mm
Ball Penetration (P1) 0 mm
Final Dial reading (F2) 73 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 73 mm
Ball Penetration (P3) 0 mm
Resilience 1 30 %
Resilience 2 27 %
Resilience 3 27 %
Average Resilience 28 %
Minutes Reaction no data