2017-06-26-minutes-public-works-study-session

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15.3 Documentation Material Certifications shall be available for review for all materials within the bridge. Traceability of heat numbers is required for all steel. Documentation showing the performance of all critical quallty checks shall also be made available for review by the Engineer or Owner. 15.4 Ikon -Destructive Testing All welds within the structure, shall be visually inspected for conformance to size, under cut, profile and finish. 16,0 DELIVERY AND ERECTION 16.1 Delivery Delivery shall be made via trucK to 505 W 10 Ave Ellensburg, WA 98926 which is accessible to normal over -the -road equipment. All trucks delivering bridge materials will be unloaded at the time of arrival by Kittitas County. 16.2 Installation & Lifting Procedures The Bridge Manufacturer will provide standard typical written procedures for lifting and splicing the bridge for all three deployment options (30'/ 60' 190'). Capacity of the lifting lug shall be 24,000 pounds at a 45 -degree lift angle, and/or as necessary to accommodate lifting of the entire 90 foot bridge or each independent section (30'/ 60'). 16.3 Loose Items Post and Rails will be shipped loose for field installation. Bearing Plates will be shipped loose for field welding to the bottom flange of the stringers. 17.0 WARRANTY 17.1 The Bridge Manufacturer shall warrant their steel structures) to be free of design, material, and workmanship defects for a period of ten years from the earlier of the date of delivery or from 60 days after final fabrication. Wood Is excluded under this warranty- This warranty shall not cover defects In the bridge caused by abuse, misuse, overloading, accident, improper maintenance, alteration, or any other cause not the result of defective materials or workmanship. This warranty shall be void unless Owner's records can be supplied which shall indicated compliance with the minimum guidelines specified in the inspection and maintenance procedures. Paint, galvanizing and other special coatings shall be warranted by the coating manufacturer and is not covered by the Bridge Manufacturer. Repair or replacement shall be the exclusive remedy for defects under this warranty. The Bridge Manufacturer shall not be liable for any consequential or incidental damages for breach of any express or implied warranty on their structures. Use of de-icing or dust prohibitive chemicals or salts to any part of the bridge structure will void this warranty.