Ironton Russell Bridge Project

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1 Construction Update January 1, 2015 Rendering by URS Responsible for Construction Inspection & Engineering Prepared by: Brian Davidson, P.E.

2 Project Overview The Ironton Russell Bridge Project entails the construction of a cast in place concrete cable stayed bridge over the Ohio River with structural steel approaches connecting the towns of Ironton, Ohio and Russell, Kentucky. The bridge will provide two 12-ft driving lanes and two 4 ft shoulders; a driving lane and shoulder in each direction. Span lengths for the approaches vary widely as they cross numerous (6) rail lines, the Ohio River levee and city streets. On the Kentucky side the spans are 140-ft and 235-ft; in Ohio the spans are 110-ft, 144-ft, 186-ft and 144-ft. The approach bridges are founded on small diameter drilled shafts (Kentucky) or steel pile (Ohio). The main span unit consists of three spans; two flanking spans at 370-ft and the center span of 900-ft. The main span unit is supported by two CIP, 316-ft tall, diamond shaped towers, founded on large diameter drilled shafts with rock sockets. When completed, the 900-ft main span will be the longest span the Ohio DOT has built. The contract value for construction of the new structure and removal of the existing is $81,266,742.05, with Brayman Construction Corporation the low bidder. Recent Construction Highlights - Main Span Tower 3 (KY) and Kentucky Back Span: Looking across to Ohio from the Kentucky dock, the staggered form work on Tower 3 can be viewed. In the photo above, formwork is set on Segment 12 right and on Segment 14 left. Page 1 of 8

3 Ironton Russell Bridge Project Project Summary: January 1, 2015 Tower 3 (KY) Anchor Box: The last of the 4 anchor box sections was set on the left leg (downstream side) of Tower 3. Bolted connections secure each box to the one below it. After BCC survey confirms the location of the anchor box, crews tighten the bolts to their required torque (below). Page 2 of 8

4 Tower 4 (OH): Above crews have partially installed rebar and formwork for Tower Segment 6B right (upstream). Tower 6B right was cast on December 22, 2014, currently crews are working to form 6b left in the same manner. Page 3 of 8

5 Scheduled Actual Select Milestone Events (Schedule Update 27) Date Date Notice to Proceed 3Feb12 Open Bridge to Traffic 02Sept16 End Project 06Jun17 Ohio Approach Set Structural Steel Ohio Approach 18Apr14 18Mar14 Complete Deck Concrete Ohio Approach 15Oct14 22Oct14** Main Span Cast KY Tower Footing 10May13 10May13 Cast OH Tower Footing 21Jan14 21Feb14 Cast First KY Tower Section 27June13 14June13 Cast Last KY Tower Section 09Feb15 Cast First OH Tower Section 05Mar14 27Mar14** Cast Last OH Tower Section 26Aug15 Complete KY Back span 06Aug14 15Aug14 Complete OH Back span 22Apr15 Set form traveler KY Tower 13Apr15 Set form traveler OH Tower 17Nov15 Main span Closure Pour 31May16 Kentucky Approach Set Structural Steel Kentucky Approach 13Sept13 6Sept13 Complete Deck Concrete KY Approach 10Dec13 20Nov13 % Complete ($) Paid $51.1M/Total $82.8M 61.7% % Complete (Time) Day 1032 of % **Non critical path activity. Bridge and Roadway Summary At Tower 3 (KY), Segment 14 left (downstream) was cast on December 18, Forming of Segment 15 left is ongoing. Work to form Segment 12 right (upstream) was cast on December 23, 2014 At Tower 4 (OH), Tower Segment 6B right (upstream) was cast on December 22, Crews are now preparing forms for Segment 6B left (downstream). The Ohio back span false work continued to progress during the month of December. Erection of the precast anchor blocks and floor beams began on December 31, Page 4 of 8

6 Tower 3 (KY) Progress thru 1/1/15 Page 5 of 8

7 Tower 4 (OH) Progress thru 1/1/15 Page 6 of 8

8 Substructure Progress Chart thru 1/1/15 Kentucky Approach Ohio Approach Rear (KY) Abutment % complete Pier 6 % complete Drilled shafts 12 of Pile Installed 24 of Footing 7 of Footing 100 Backwall 2 of Stem 100 Wing walls 6 of Cap 100 Pier 1 Pier 7 Drilled shafts 3 of Pile Installed 24 of Footing 100 Footing 100 Stem 100 Stem 100 Cap 100 Cap 100 Main Span Pier 2 Pier 8 Drilled shafts 6 of Pile Installed 27 of Footing 100 Footing 100 Pier Segment 3 of Stem 100 Diaphragm Segment 4 of Cap 100 Pier 3 (Ky Tower) Forward (OH) Abutment Drilled shafts 6 of Pile Installed 22 of Footing 100 Footing 100 Tower Segments 13 of Backwall 2 of Wingwalls 2 of Pier 4 (OH Tower) Drilled shafts 6 of Footing 100 Tower Segments 5.5 of Pier 5 Drilled shafts 4 of Footing 100 Pier Segments 2 of Diaphragm Segment 3 of Page 7 of 8

9 Superstructure Progress Chart thru 1/1/15 Precast Floor beams # cast % cast 52 pieces total 52 of Precast Anchor blocks # cast % cast 108 pieces total 90 of Main Span Unit % complete Kentucky Back span Segments 12 of Ohio Back span Segments 0 of 12 0 Kentucky Cantilever Segments 0 of 15 0 Ohio Cantilever Segments 0 of 15 0 Kentucky Approach % complete Girders Fabricated 24 of Girders Erected 24 of Deck Castings 3 of Ohio Approach % complete Girders Fabricated 35 of Girders Erected 35 of Deck Castings 4 of Page 8 of 8

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