Laserfiche WebLink
Printed on:Thursday 10/03/2024 11:50 AM 29C0371/AAAP/136925Pageof6 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Concrete-lined trapezoidal section. <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 />0.0 MNAVIGATION HORIZONTAL CLEARANCE <br />0.0 MNAVIGATION VERTICAL CLEARANCE <br />PIER PROTECTION <br />0: NO CONTROL5-WATERWAY <br />8 STABLE ABOVE FOOTINGSCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 8 PROTECTED <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 />219 <br />15 <br />m <br />each <br /> 204 <br /> 0 <br /> 15 <br /> 15 <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 />Abrasion (PS Conc./RC) <br />Abutment-RC <br />2 <br />2 <br />2 <br />8 <br />8 <br />30 <br />m <br />each <br />m <br /> 0 <br /> 0 <br /> 23 <br /> 8 <br /> 8 <br /> 6 <br /> 0 <br /> 0 <br /> 1 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br />1190 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) (6) <br />SUBSTRUCTURE RATING =(60)5 <br />(110-1130) Cracking (RC and Other) <br />(210) Pier Wall-RC <br />(210-1190) Abrasion (PS Conc./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 />Non-Routine Inspection Element Notes: <br />Non-Routine Inspection Element Notes: <br />UWI (02/13/2024): No ELI changes. <br />UWI (02/13/2024): Pier wall shows abrasion, exposing secure course aggregate, and 8.0 meters will remain in CS2. <br />There are diagonal cracks up to 0.03 inches wide spaced 12 inches on center within the first 10 feet from the abutments. (See Photo <br />1 dated 06/13/2020). This condition has been previously reported and no significant changes were noted. <br />JOINT - APPROACH - RAIL <br />Photo 5 <br />New AC approach. Abutment 3 shown. Abutment 1 similar <br />JOINT/APPROACH/RAIL PHOTOGRAPHS