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GRAHAM <br />HEAVY CONSTRUCTION <br />2132 NW Settle Avenue <br />Port St. Lucie, <br />Fl. 34986 <br />561-727-3939 <br />June 3, 2021 <br />Halley Engineering <br />13901 Northwest 118" Ave <br />Medley, Fl. 33178 <br />Attn John Morris <br />RE: 66th Avenue Roadway Improvements <br />IRC Project No. IRC -1505 <br />FM No. 436379-1-54-01 & 436379-1-54-02 <br />66' Avenue over North Relief Canal Design Changes <br />Dear Mr. Morris <br />I:FA:IIQIaM9-11 :E <br />5101 Cone Road <br />P.O. Box 310167 <br />Tampa, Fl. 310167 <br />813-623-2856 <br />Per our telephone conversation we will be proposing to IRC a design change in 66' Ave <br />over the North Relief Canal. This change is being necessitated by the requirement to design the <br />post tension bridge in phases as per the question and answers prior to bid time. The bridge as <br />presently designed is to be constructed in a single phase. Prior to bid we looked at many options <br />in this design and concluded that the best method would be to upgrade the bridge design and <br />provide for the phasing of construction. Below will be the design modifications along with the <br />benefits for the change <br />1. The bridge will remain the same length and width as presently designed with the <br />same cross section for the canal. <br />2. All Roadway and bridge deck elevations will remain the same <br />3. The bridge will only be 2 spans (15'-50') versus the present design of 3 spans (15'- <br />35'-15'). This will eliminate one intermediate bent in the water. This will also <br />reduce the chance debris clogging the canal by 50% due to the elimination of one <br />intermediate bent. The drainage district would prefer no bents in the canal. On the <br />58th avenue bridge design we have a single span 53' bridge with beams and no bents <br />in the canal. <br />4. We will change from the prestressed/post tension deck units with an asphalt topping <br />to the prestressed Florida Slab Beam Design (FSB) with a 6" Reinforced Concrete <br />topping <br />a. Deleting the post tensioning will eliminate future maintenance problems <br />caused by relaxation of the tendons and replacement of tendons if they fail. <br />81 <br />