Laserfiche WebLink
Printed on:Wednesday 05/28/2025 06:29 AM 29C0108/AABF/149448Pageof6 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />11 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Tidal river with levees. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />9 ABOVE DESIRABLEWATER ADEQUACY <br /> MVERT-LIFT BRIDGE NAV MIN VERTICAL CLEAR <br />NAVIGATION CONTROL <br />27.4 MNAVIGATION HORIZONTAL CLEARANCE <br />1.0 MNAVIGATION VERTICAL CLEARANCE <br />PIER PROTECTION <br />1: BR PERMIT REQ5-WATERWAY <br />8 STABLE ABOVE FOOTINGSCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 9 NO DEFICIENCIES <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />107 <br />152 <br />310 <br />Girder/Beam-Steel <br />Steel Coating-Paint <br />Floor Beam-Steel <br />Bearing-Elastomeric <br />2 <br />2 <br />2 <br />2 <br />220 <br />60 <br />76 <br />15 <br />m <br />sq.m <br />m <br />each <br /> 220 <br /> 60 <br /> 76 <br /> 15 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />515 <br />204 Column-PS Conc. <br />Cracking (PS Conc.) <br />2 <br />2 <br />85 <br />10 <br />each <br />each <br /> 75 <br /> 0 <br /> 10 <br /> 10 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 01110 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)7 <br />(107) Girder/Beam-Steel <br />(107-515) Steel Coating-Paint <br />(152) Floor Beam-Steel <br />(310) Bearing-Elastomeric <br />(204) Column-PS Conc. <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 were no significant defects noted. <br />There were no significant defects noted. <br />Non-Routine Inspection Element Notes: <br />Non-Routine Inspection Element Notes: <br />FCMI (04/21/2021): See the report narrative for the list of members that were inspected. <br />FCMI (04/21/2021): See the report narrative for the list of members that were inspected. <br />331 Railing-RC <br />Delamination/Spall/Patched Area <br />2 <br />2 <br />653 <br />1 <br />m <br />each <br /> 652 <br /> 0 <br /> 0 <br /> 0 <br /> 1 <br /> 1 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1080 <br />JOINT - APPROACH - RAIL <br />(331) Railing-RC <br />(331-1080) 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 hairline vertical cracks spaced as close as fifteen inches throughout the left and right barrier rails (see BIR <br />02/22/2023 Photo 13), no defect at this time. <br />There is a spall up to two feet long by seven inches wide and two inches deep in the right barrier rail near the west end of <br />the swing span (see BIR 02/22/2023 Photo 14). It appears there may be insufficient concrete cover over the barrier <br />reinforcement.