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Printed on:Friday 09/15/2023 03:32 PM 29C0111/AAAO/105989Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Wide, well established vegetation, with silt and sand channel bed. <br />Photo 3 <br />Typical shear crack at girder support <br />Photo 4 <br />Typical cracking in girders <br /> SUPERSTRUCTURE PHOTOGRAPHS <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />8 EQUAL DESIRABLEWATER ADEQUACY <br /> MVERT-LIFT BRIDGE NAV MIN VERTICAL CLEAR <br />NAVIGATION CONTROL <br />0.0 MNAVIGATION HORIZONTAL CLEARANCE <br />0.0 MNAVIGATION VERTICAL CLEARANCE <br />PIER PROTECTION <br />0: NO CONTROL5-WATERWAY <br />7 COUNTERMEASURESSCOUR <br />10/31/2005SCOUR POA DATE <br />CHANNEL PROTECTION 6 BANK SLUMPING <br />N/A <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />110 Girder/Beam-RC <br />Cracking (RC and Other) <br />2 <br />2 <br />211 <br />42 <br />m <br />each <br /> 169 <br /> 0 <br /> 42 <br /> 42 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />1130 <br />210 <br />215 <br />Pier Wall-RC <br />Abutment-RC <br />2 <br />2 <br />6 <br />36 <br />m <br />m <br /> 6 <br /> 36 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)7 <br />(110-1130) Cracking (RC and Other) <br />(210) Pier Wall-RC <br />(215) Abutment-RC <br />Element DescriptionElem <br />No. <br />Env Total <br />Qty <br />Units <br />CS 1 CS 2 CS 3 CS 4 <br />Qty in each Condition StateDefect/ <br />Prot Defect <br />Element DescriptionElem <br />No. <br />Env Total <br />Qty <br />Units <br />CS 1 CS 2 CS 3 CS 4 <br />Qty in each Condition StateDefect/ <br />Prot Defect <br />There are four minor spalls present in the left base of Pier 3, Span 2 side. The spalls are up to 6 inch diameter x 1 inch deep and do <br />not warrant a defect at this time. <br />There were no significant defects noted. <br />The length of the monolithic wingwalls have been included with the quantity of Element 215. <br />There are 0.031 inch wide vertical cracks, spaced 3 feet on center present on the RC girders throughout the bridge. This condition <br />affects approximately 20% of the total girder length. Refer to Photos 3 and 4.