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2024-29C-415
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2024-29C-415
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Last modified
6/3/2025 3:30:26 PM
Creation date
6/3/2025 3:30:17 PM
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Supporting Docs - Bridge
Bridge #
29C-415
Type - Bridge Supporting Doc
Inspection
Name
Middle River (Woodward Island) - Woodward Island Road
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Printed on:Friday 12/13/2024 02:38 PM 29C0415/AAAH/147521Pageof8 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />9 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Meandering river channel with tidal influences, loose alluvial sandy silty clay on channel bottom, levees with grasses on both sides of <br />the channel. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />7 ABOVE MINIMUMWATER ADEQUACY <br /> MVERT-LIFT BRIDGE NAV MIN VERTICAL CLEAR <br />NAVIGATION CONTROL <br />24.4 MNAVIGATION HORIZONTAL CLEARANCE <br />9.1 MNAVIGATION VERTICAL CLEARANCE <br />PIER PROTECTION 2 IN-PLACE, FUNCTIONING <br />1: BR PERMIT REQ5-WATERWAY <br />5 STABLE W/IN FOOTING OR PILESCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 8 PROTECTED <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />Element Group: 102 - Approach - Approach PC/PS - West Spans 1 to 3, East Spans 5 to 7 <br />312 Bearing-Enclosed 2 2 each 2 0 0 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />Element Group: 101 - Main - Main Steel - Removable Center Span 4 <br />Element Group: 102 - Approach - Approach PC/PS - West Spans 1 to 3, East Spans 5 to 7 <br />205 <br />234 <br />251 <br />205 <br />Column-RC <br />Pier Cap-RC <br />Pile-CISS <br />Column-RC <br />2 <br />2 <br />2 <br />2 <br />5 <br />24 <br />5 <br />9 <br />each <br />m <br />ea. <br />each <br /> 5 <br /> 24 <br /> 5 <br /> 9 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)7 <br />(310) Bearing-Elastomeric <br />(312) Bearing-Enclosed <br />(205) Column-RC <br />(234) Pier Cap-RC <br />(251) Pile-CISS <br />(205) Column-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 Description <br />Element Description <br />Elem <br />No. <br />Elem <br />No. <br />Env <br />Env <br />Total <br />Qty <br />Total <br />Qty <br />Units <br />Units <br />CS 1 <br />CS 1 <br />CS 2 <br />CS 2 <br />CS 3 <br />CS 3 <br />CS 4 <br />CS 4 <br />Qty in each Condition State <br />Qty in each Condition State <br />Defect/ <br />Prot <br />Defect/ <br />Prot <br />Defect <br />Defect <br />The quantity includes the upper portion of the columns located above elevation 10.0 feet, at Bent 4 (2) and at Bent 5 (3). <br />There are no significant defects noted. <br />The quantity includes the caps located at Bent 4 and at Bent 5. <br />There are no significant defects noted. <br />The quantity includes the upper portion of the columns located above elevation 10.0 feet, at Bent 2 (2), at Bent 3 (2), at Bent 6 (3), <br />and at Bent 7 (2). <br />Non-Routine Inspection Element Notes: <br />UWI (05/15/2023): There were no significant defects noted and all piles will remain in CS1. Refer to Unit 102 (Approach) for data on <br />the remaining piles. <br />There are no significant defects noted. <br />The enclosed bearing pads concealed at Abutments 1 and 8. <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 bearings.
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