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Sample Record for 2022-08-18-77

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

Project Information

Project ID: 993572 DEA: 061C5004 EFIS: 0621000172 QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-145-17.5/25.5
Work Description: RHMA AND HMA PAVING, MODIFY SIGNAL AND LIGHTING SYSTEMS.
Location Description: MADERA COUNTY NEAR MADERA FROM 0.9 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO ROUTE 41
Contractor Name: Granite Construction
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Pedro Miguel Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-08-18-77
TL Number from the TL Form: 039524
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: 08/18/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/24/2022
The quantity of what the sample constitutes: 1 CAN
A brief description of the sample: PG64-16 ARB
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: vulcan madera

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: 2022-08-18-77-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/16/2022
Date Tested: 09/15/2022
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 Unworked Penetration
Unworked Penetration 62 0.1 mm

Test 2 of 3

DIME Test ID: 2022-08-18-77-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/16/2022
Date Tested: 09/15/2022
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 62 C
Softening Point Sample 2 62 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2022-08-18-77-3
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: 09/16/2022
Date Tested: 09/15/2022
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) 85 mm
Ball Penetration (P1) 13 mm
Final Dial reading (F2) 85 mm
Ball Penetration (P2) 14 mm
Final Dial reading (F3) 85 mm
Ball Penetration (P3) 8 mm
Resilience 1 28 %
Resilience 2 29 %
Resilience 3 23 %
Average Resilience 27 %
Minutes Reaction no data