1. Item 1 -Treated Bridge timbers/ties, grade 1 or better and spacer blocks per attached Bridge plans and specifications for ITEM #1 dated December 2019, delivered to Oakfield Maine 3. Item 2 - 3/4"x 12" hook bolt. Hook Bolts tie to top flange connectors shall be either HCP-25 Bridge Tie Anchors by Rails Company with 0.75" diameter ASTM A307 hex-head bolts with nuts and washers, Sealtite Hook Bolts with Sealtite Spring Locks and Washer Nuts by Lewis Bolt & Nut Company, or an approved equal. Delivered to Oakfield, Maine. 5. Item 2 - 3/4" x 16" hook bolt. Hook Bolts tie to top flange connectors shall be either HCP-25 Bridge Tie Anchors by Rails Company with 0.75" diameter ASTM A307 hex-head bolts with nuts and washers, Sealtite Hook Bolts with Sealtite Spring Locks and Washer Nuts by Lewis Bolt & Nut Company, or an approved equal. Delivered to Oakfield, Maine. 7. Item 2 - 5/8" x 10" washer-head lag screw. Lag Screws. Washer-head lag screws used for connecting timer tie spacers to bridge ties and backwall timbers shall be Sealtite Washer Head Lag Screws by Lewis Bolt & Nut Company, Camrail timber screws with truss washer heads by Camcar or approved equal. Delivered to Oakfield, Maine. 9. Item 2 - 5/8"x16" washer-head lag screw. Lag Screws. Washer-head lag screws used for connecting timer tie spacers to bridge ties and backwall timbers shall be Sealtite Washer Head Lag Screws by Lewis Bolt & Nut Company, Camrail timber screws with truss washer heads by Camcar or approved equal. Delivered to Oakfield, Maine. 11. Item 4 - 5/8" x 10" New AREMA spec dome head, four notch threaded lag screws. Delivered to Oakfield, Maine

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