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Testing Report for 2021-08-08-5-3

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

Project Information

DEA: 101H4204
EFIS: 1018000166
Project ID: 215237
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-5-17.0/22.6
Work Description: RESURFACE WITH RUBBERIZED HOT MIXED ASPHALT.
Location Description: MERCED COUNTY AT AND NEAR SANTA NELLA FROM 0.5 MILE SOUTH OF ROUTE 5/152 SEPARATION TO MCCABE ROAD OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Ranbir Bhullar
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-08-5
TL Number from the TL Form: 034251
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: 8/8/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/11/2021
The quantity of what the sample constitutes: 1 CAN
A brief description of the sample: TEST #1, PG64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MARATHON ELK GROVE

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 2
Sublot number: 11

Test Information

DIME Test ID: 2021-08-08-5-3
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: 8/12/2021
Verified Date: 8/16/2021
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): 70 mm
Ball Penetration (P1): 1 mm
Final Dial reading (F2): 68 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 73 mm
Ball Penetration (P3): 1 mm
Resilience 1: 31 %
Resilience 2: 33 %
Resilience 3: 28 %
Average Resilience: 31 %