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Printed on:Tuesday 04/29/2025 03:55 PM 29C0411/AAAJ/152003Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Straight creek situated in a wide floodplain. The bed is comprised of silt. <br />TYPE OF SERVICE UNDER <br />9 ABOVE DESIRABLEUNDERCLEARANCES 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 CONTROL7-RAILROAD-WATERWAY <br />5 STABLE W/IN FOOTING OR PILESCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 9 NO DEFICIENCIES <br />N/A <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />104 <br />312 <br />Box Girder-PS Conc. <br />Bearing-Enclosed <br />2 <br />2 <br />217 <br />2 <br />m <br />each <br /> 217 <br /> 2 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 8 <br />SUBSTRUCTURE RATING =(60)(7) <br />(104) Box Girder-PS Conc. <br />(312) Bearing-Enclosed <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 Env Total Units Qty in each Condition StateDefect/ <br />There were no significant defects noted. <br />The enclosed bearing element is included to indicate the presence of bearings on this structure. The bearings were not exposed for <br />visual inspection. No indication of distress or alignment problems were noted in any superstructure element associated with <br />bearings. <br />Delamination/Spall/Patched Area 2 30 each 0 30 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1080 <br />JOINT - APPROACH - RAIL <br />(333-1080) Delamination/Spall/Patched Area <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 less than three inch wide spalls along the left side bridge rail without exposed rebar (see BIR 01/11/2021 Photos <br />16 and 17). <br />Photo 8 <br />Approach Slab Cracks (near Abutment 1) <br />Photo 9 <br />Approach Slab Cracks (near Abutment 7) <br />JOINT/APPROACH/RAIL PHOTOGRAPHS