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TABLE OF DEFICIENCIES <br />Location <br />Deficiencies <br />Remarks <br />SPAN NO. 1 <br />Beam 1 -West End <br />1'-10%2" x 8" Deterioration <br />Exposed and Corroded Rebar <br />Beam 2 <br />2'x9"x2" Spoil of Bottom Face of Flange <br />Bleeding <br />SPAN NO. 2 <br />Beam 1 <br />10'Long Crack, up to 1" Wide <br />Beam 1 <br />Minor Spallof Bottom Face of Stem <br />Beam 1 <br />10'xl'Delaminotion with '4" Crack in Bottom Face <br />End Diaphragm <br />3'xl'x6" Spollof East Face <br />Beam 2 <br />6"x3"xl" Spoil of Bottom Face of Stem <br />End Diaphragm <br />2'x8"x6" Spoil <br />SPAN NO. 3 <br />Beam 1 <br />8"x8"xt" Spoil of Bottom Foce of Stem <br />Exposed and Corroded Rebor <br />Beam I <br />8"x5"x1" Spallof Bottom Face of Stem <br />Exposed and Corroded Rebar <br />Beam 1 <br />6"x4"xi" Spalls (3) of Bottom Face of Stem <br />Exposed and Corroded Rebar <br />Beam 2 <br />8"x8"xl" Spoil of Bottom Face of Stem <br />Beam 2 <br />3"x4" Spollof Outside Face of Stem <br />Beam 2 <br />8"x4"xl" Spoil of Outside Face of Stem <br />Beam 2 <br />l' Long Delamination <br />SPAN NO. 4 <br />Beam 1 <br />8"x4"4" Spoil of Bottom Foce of Stem <br />Exposed and Corroded Rebar <br />Beam 1 <br />4"x4"xl" of Bottom Face of Stem <br />Exposed and Corroded Rebar <br />Beam 1 <br />12'Long Crack up to %" Wide <br />Beam 1 <br />Span Length x 8" Delaminated Patch with %" Crack <br />Beam 2 <br />Bleeding and Crocks up to %" <br />SPAN NO. 5 <br />Beom 1 <br />2'x8%2 "x2" Spallof Bottom Face of Stem <br />Exposed and Corroded Rebar <br />Boom 1 <br />6"x6" Spa/Iof Bottom Face of Flange <br />Exposed and Corroded Rebar <br />Beam / <br />(2) Small Spoils at Bottom Face of Flange <br />Exposed and Corroded Rebor <br />Beam 2 <br />6"x3"x1" Spallof Outside Face of Flange <br />Exposed and Corroded Rebor <br />SPAN NO. 6 <br />Beam 1 <br />8"x6"x4" Spallof Bottom Foce <br />Exposed and Corroded Rebar <br />Beam 1 <br />(2) 5"x2" Spalls at Bottom Face of Flange <br />Exposed and Corroded Rebar <br />Beam 1 <br />Span Length Longitudinal Crocking <br />Corrosion Staining <br />Beam 2 <br />Staining, Bleeding and Cracks <br />Beam 2 <br />6" Long Delamination <br />Staining <br />SPAN NO. 7 <br />Beam 1 <br />(2) 2'Long De/ominations of Inside Corner of Flange <br />Beam 1 <br />5'x1' -6"x7" Spoil of Outside Face of Flange <br />Exposed and Corroded Rebor <br />Boom 1 <br />7'Long Oe/omination of Bottom Face of Stem <br />Beam 1 <br />Large Crack <br />Boom 1 <br />2'x1' -6"x3" Spatial Bottom Face of Flange <br />Exposed and Corroded Rebar <br />Beam 2 <br />(4) 6"x6" Spoils of Bottom Face of Stem <br />Exposed and Corroded Rebar <br />Beam 1 <br />3"x4" Spatial Bottom Face of Stem <br />Exposed and Corroded Rebar <br />24 <br />TABLE OF DEFICIENCIES <br />Location <br />Deficiencies <br />Remarks <br />SPAN NO. 8 <br />End Diaphragm <br />Up to 40/ Section Loss at Support <br />SPAN NO. 9 <br />Beam 1 <br />14" x Stem Width x 4" Spallof Outside Face <br />Exposed and Corroded Rebar <br />Beam 1 <br />1'-6"x8" SpallNear Midspon <br />Exposed and Corroded Reba,- <br />Beam <br />ebar <br />Beam 2 <br />9"x7"x2" Spallof Bottom Face of Flange <br />Exposed and Corroded Rebar <br />Beam 2 <br />7"x7"xl" Spallof Outside Foce of Stem <br />Exposed and Corroded Reber <br />Beam 2 <br />Stem Width x 8" Spallof Bottom Face of Stem <br />Exposed and Corroded Rebar <br />Beam 2 <br />/2Stem Width x 12" Spoil of Bottom Foce of Stem <br />Exposed and Corroded Rebar <br />SPAN NO. 10 <br />Beam 1 <br />1/3 Spon Length x 4" Spall and Delamination <br />Exposed and Heavily Corroded Rebar <br />Boom 1 <br />1'x6"x4" Spallof Stem at Support <br />Exposed and Corroded Rebar <br />Boom 2 <br />2'x6" Spallof Outside Corner of Flange <br />Exposed and Corroded Reber <br />Beam 2 <br />l'x6" Spoil of Outside Corner of Flange <br />Exposed and Corroded Rebar <br />End Diaphragm <br />8"x4"x2" Spallof East Face <br />SPAN NO. 11 <br />Beam 1 <br />8"x4" Spallof Inside Corner of Stem <br />Exposed and Corroded Rebar <br />Beam 1 <br />25,2"x4" Spallof Bottom Face of Deck <br />Beam 1 <br />3"x3" SpeHaf Outside Foce of Flange <br />Beam 1 <br />5"x3"xl" Spatial Bottom Fore of Flange <br />Exposed and Corroded Rebor <br />3 <br />Ce - set R---Cc;O .2.14,t2..s <br />4% <br />4Am <br />T -BEAM SECTION NOTES <br />1. There are other small cracks and delaminations in the beams of <br />various locations <br />2. There is bleeding on the outside face of the flanges at every deck <br />joint. <br />3. Replace Beam 1, Span 10 due to extensive damage (see sheet no. <br />B1-10). <br />REV I SI ONIS <br />NAN. <br />DAD <br />021E <br />05OR1f 10 <br />DATE <br />eY <br />DEsatler <br />DA.um BY <br />CREEPIER eT <br />AKB <br />CG <br />8/06 <br />8/06, <br />0E51060 eY <br />CG <br />8/06 <br />DECKED dY <br />r✓N <br />8/06 <br />APPROVED BY <br />E.J. ?John, P.E. <br />ENGINEER OF RECORD. <br />HARDESTY & HANOVER, LLP <br />IOW SAWORAS9 CORPORATE PEW! <br />SUITE 524 <br />Sunrw. EL 31123 <br />Cosor A. Crcomics, RE *64221 <br />Certilicole of Aolhar1 oNnn *171 <br />INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT <br />ROAD NO. <br />man <br />FINANCIAL PROJECT 10 <br />DT NLA. <br />BRIDGE N0. 880051 <br />WEST PIER <br />BEAM REPAIR DETAILS I <br />CR 510 <br />INDIAN RIVER <br />1,4040. K <br />CR 510 OVER INTRACOASTAL WATERWAY <br />WARASSO FISHING PIER REPAIRS <br />81-1 <br />ANTES 0710E0 <br />