Loading...
HomeMy WebLinkAboutItem 4.10 AdvertiseForBids 92-3 (2) CITY OF DUBLIN AGENDA STATEMENT CITY COUNCIL MEETING DATE: MARCH 9, 1992 SUBJECT: Authorization to Go to Bid - Repair of Dublin Blvd. Bridge over Alamo Creek, Phase I 92-03 (Report by Public Works Director Lee Thompson) EXHIBITS ATTACHED: 1) Location Map 2) Plans and Specifications will be available at the City Council meeting ~/~Authorize Staff to advertise for bids for Repair of Dublin RECOMMENDATION: Blvd. Bridge Over Alamo Creek, Phase I, Contract 92-03 FINANCIAL STATEMENT: BUDGET: This CIP is broken into two phases, the first being the repair of the bridge deck ('91-'92), and second being the repair to the channel at the bridge foundations ('93-'94). PHASE I Testing $ 3,200 Design 5,000 Inspection 2,000 Construction 30,300 TOTAL $40,50______~0 The funding is proposed to be as follows: Gas Tax Prop 111 - Gas Tax PHASE II TOTAL $ 0 $ 3,200 12,000 17,000 3,000 5,000 179,700 210,000 $194,700 $235,200 PHASE I PHASE II TOTAL $10,604 $158,400 $169,004 .29,896 36,300 66,196 TOTAL $40,50__0 $194,700 $235,200 DESCRIPTION: Through a periodic maintenance review, it was discovered that the concrete deck on this bridge is showing signs of wear and stress, indicated by numerous cracks developing on the deck's traffic surface. Also, the bridge piers have been undercut from previous storm water erosion. The deck cracking has been tested by drilling circular concrete cores on the deck down to the reinforcing bars. It was found that the cracks are surface only, extending about 1 to I 1/2 inches deep. The reinforcing steel was in good condition with no corrosion. The Phase I Repair will be, then, to clean the deck and place a resin sealer to fill the cracks, stabilize the surface and seal the deck from moisture intrusion. The future Phase II project will back-fill the channel slopes and riprap the slope surfaces. Plans and specifications have been prepared for Phase I and Staff recommends that Council authorize the bidding of this project. RAMON ,/ICES RICT , / 379 ~ 6377 1// GROUNDS ·