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Page 2 of 4 <br />INSPECTION COMMENTARY <br />WATERWAY <br />A channel cross section was taken during the inspection. The critical elevations across <br />the channel were generally higher with the maximum at the midspan which aggraded by 4.4 <br />feet when compared to the channel cross section taken on 01/14/2010. <br />1 <br />ELEMENT INSPECTION RATINGS AND COMMENTARY <br />Elem Defect Defect Element Description <br />No. /Prot <br />16 Top Flange -RC <br />510 Deck Wearing Surface -Asphalt <br />(16) <br />There were no significant defects noted. <br />(16-510) <br />There were no significant defects noted. <br />110 Girder/Beam-RC <br />(110) <br />There were no significant defects noted. <br />215 Abutment -RC <br />Env Total <br />Snits <br />Qty in <br />each Condition <br />State <br />Qty <br />St. 1 <br />St. 2 St. 3 <br />St. 4 <br />2 88 <br />sq.m <br />88 <br />0 0 <br />0 <br />2 79 <br />sq.m <br />79 <br />0 0 <br />0 <br />2 <br />49 m <br />49 <br />0 <br />0 <br />0 <br />2 <br />36 m <br />32 <br />0 <br />4 <br />0 <br />1130 <br />Cracking (RC and Other) <br />2 4 <br />0 0 4 <br />0 <br />(215-1130) <br />There <br />are two <br />large full height vertical cracks up to 0.2 <br />inch wide at the <br />face of Abutment 2 <br />right <br />under <br />Girders <br />2 and 6. <br />There <br />is a 0.5 <br />inch wide and up to 3 feet long crack at <br />the right wingwall <br />of Abutment 1. <br />330 <br />Railing -Metal <br />2 40 m <br />40 0 0 <br />0 <br />(330) <br />There <br />were no <br />significant defects noted. <br />- NONE <br />CHANNEL X-SECTION <br />(Side : Upstream <br />Measured From :top of concrete curb <br />(Location Horia(m) Vert(m) <br />utment 1 face 0.00 3,00 <br />Span 1 3.00 3,25 <br />utment 2 face 6.50 3.15 <br />X-Section Date: O1/13/2020 <br />Comments <br />dry, earth, dry leaves <br />ponded water depth 0.1 m, 0.3 ft <br />dry, earth, dry leaves <br />Printed on:Tuesday 02/18/2020 11:19 AM 29CO278/AAAK/58108 <br />