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Testing Report for 2021-08-16-47-3

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

Project Information

DEA: 043Q4204
EFIS:
Project ID: 215406
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-1-9.1/16.1
Work Description: COLD PLANE AC PAVEMENT AND PLACE RHMA (GAP GRADED).
Location Description: SONOMA COUNTY IN AND NEAR BODEGA BAY FROM DORAN PARK ROAD TO 0.8 MILE NORTH OF SCOTTY CREEK BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-16-47
TL Number from the TL Form: c044753
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: 8/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 9/7/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: PG64-16 Rubber Blend
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Syar Todd Drum

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 1

Test Information

DIME Test ID: 2021-08-16-47-3
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)
Date Tested: 9/14/2021
Verified Date: 9/15/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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 :

Submitted Test Results

Temperature: 25 C
Final Dial reading (F1): 60 mm
Ball Penetration (P1): 1 mm
Final Dial reading (F2): 64 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 64 mm
Ball Penetration (P3): 1 mm
Resilience 1: 41 %
Resilience 2: 37 %
Resilience 3: 37 %
Average Resilience: 38 %