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<br />I <br />J-, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />.1 <br />II <br />I <br />I <br />I <br /> <br />EXHIBIT V-A, 1 of 4 <br /> <br />DEPARTIlEIT ""/DOT - OFFICE OF BRIDGES ANI) <br />STRUCTURES - Room 610 <br /> <br />STATE OF "INNESOTA <br />OFFICE MEMORANDUM <br /> <br />TO: Rober-t Wolfe <br />Distr-ict Engineer <br /> <br />NTE. "ay 26, 1988 <br /> <br />FROII: Don J. Fle_i ng <br />State Bridge Englne~ <br /> <br />PHlIIE, 296-3172 <br /> <br />SUBJECT: Distr-ict 2 Bridge Scour- Study <br /> <br />In the .ake of the Schoharie Cr-..k br-idge disaster- in HeM Vor-k, <br />the Office of Bridges and Str-uctur-es instituted a br-Idge scour- <br />scr-eening pr-ocess to deter-mine if ther-e .,.e potentially <br />hazar-daus br-idges in "innesata. The flr-st phase of this study <br />Involves the br-idg.. on tr-unk high..ays ov.,. _t.,._ys which <br />have been identified as being SUPPClf"ted on lIpt"ead Clf" unknCl\lllft <br />footings. Ten such str-uctur-es have been identified In Distr-ict <br />2. Of the ten br-idges, two _e scheduled fer r-eplac.-nt in <br />1'987 and 19BB and '''~e not analyzed. The Hydr-aullcs Section is <br />near-Ing ca~letion of the analysis of the r-...ining eight <br />br-idg_ (s.. attach--.t fClf" br-Idge nUlllber-s .nd location). On <br />June 7-9, a te.. fr-o. Hydr-aulics ..ill field review each of <br />th... bri dg... <br /> <br />The scour- anal ysi s has been conducted ac:ccrding to the <br />pr-ocedures set fcrth in the FHWA dr-aft Technical AdvisClf"Y on <br />the scOW'" at br-idg... Using th..e _thacfs, the analysis shaws <br />that ~t of the eight br-idg.s could exp.,.ienc. cr-itical scour- <br />conditions during high flo.... The dr-aft Techn1~.1 Advisory <br />r-eca..-nds that ..xisting br-idges ..ith cr-itical scour- potential <br />should be studi.d by an int.r-disclplin.,.y t... to evaluate the <br />effects of the scour- and d.termine the nec....,.y .itlgation <br />procedur... <br /> <br />A meeting is b.ing planned for June 30 in Ream 817 Centr-al <br />Office ..ith r-epr-esentativ.. fr-oa Foundations, Bridge Design, <br />Bridge eanstr-ucticm and ...intenance, Hydrilulics and Ui.tr-1i:t <br />p.,.sonnel ta dl.cu.. each af the .Ight br-idg... This <br />int~disciplinary te.. ..ill need to r-evi... each br-idge, <br />deter-_ine haw cr-itical the .cour patential is, the pr-iarity of <br />the br-Idge, and what _asur-es should be und.,.taken ta pr-ot.ect <br />the public and the br-Idge. The attached autline sho... what <br />..Ill be cav~ed at the...tlng. It i. anticipated that it ..Ill <br />take same ti.. ta cover each br-idge and the ...ting i. planned <br />far the entir-e day. In the event that not. aU br-idg.. are <br />cav~ed, ar th.t addition.l infor.atian is n-.ded, anath~ <br />...ting ..ill be .cheduled. Thep~son(s) .ttending the ...ting <br />fr-oa the Di.tr-ict should be .oa.wh.t aquainted ..i th the <br />br-idge., their- pr-iar-ity ..ithin the di.trict, po..ib1e detour <br />r-out.. if it i. nec.......y ta close the br-idge dur-ing p~iad. of <br />flooding. .v.ilibility of personnel ta inspect .nd .antter the <br />br-idge, and the po..ibillty of scheduling c_tr-uctian of scour <br />caunt.,.....ur-... <br /> <br />B-17 <br />