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Testing Report for 2021-08-25-10-3

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

Project Information

DEA: 030H10U4
EFIS: 0317000246
Project ID: 213411
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-9.7/24.9
Work Description:
Location Description: Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Girmay Beyene
Structure Rep.: Luis Guzman

Sample Information

DIME Sample ID: 2021-08-25-10
TL Number from the TL Form: 799187
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: 8/25/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/26/2021
The quantity of what the sample constitutes: 1 GALLON CAN
A brief description of the sample: Asphalt Rubber Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Bradshaw

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 15

Test Information

DIME Test ID: 2021-08-25-10-3
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: 8/31/2021
Verified Date: 9/2/2021
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): 63 mm
Ball Penetration (P1): no data
Final Dial reading (F2): 63 mm
Ball Penetration (P2): no data
Final Dial reading (F3): 62 mm
Ball Penetration (P3): no data
Resilience 1: 37 %
Resilience 2: 37 %
Resilience 3: 38 %
Average Resilience: 37 %