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Printed on:Thursday 08/10/2023 12:17 PM 29C0290/AAAW/109129Pageof6 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Trapezoidal lined with dirt. Tidal water <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 />5 STABLE W/IN FOOTING OR PILESCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 7 MINOR DAMAGE <br />N/A <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />111 Girder/Beam-Timber <br />Check/Shake (Timber) <br />2 <br />2 <br />1064 <br />36 <br />m <br />each <br /> 1028 <br /> 0 <br /> 36 <br /> 36 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />1150 <br />206 Column-Timber <br />Decay/Section Loss (Timber) <br />Check/Shake (Timber) <br />Scour <br />2 <br />2 <br />2 <br />2 <br />56 <br />2 <br />8 <br />16 <br />each <br />each <br />each <br />each <br /> 30 <br /> 0 <br /> 0 <br /> 0 <br /> 26 <br /> 2 <br /> 8 <br /> 16 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1140 <br />1150 <br />6000 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)5 <br />(111-1150) Check/Shake (Timber) <br />(206) Column-Timber <br />(206-1140) Decay/Section Loss (Timber) <br />(206-1150) Check/Shake (Timber) <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 />Non-Routine Inspection Element Notes: <br />Underwater (05/04/2023): Cross bracing remains in various stages of decay throughout. <br />Underwater (05/04/2023): 2 Columns (Abutment 1, Columns 2 and 3) are in CS 2 for section loss due to fire damage. <br />Underwater (05/04/2023): Checks of up to 0.125 inch were noted throughout the columns. Reference report body for details on <br />specific location/severity of noted defects. 8 columns will remain in CS 2. <br />A few girders have up to 0.25 inch wide checks along the neutral axis: <br />Girder 1 in Span 5 has a check near the bottom of the girder. The check is approximately 2 feet long and 0.25 inch wide. <br />Girder 5 in Span 10 has a 0.25 inch wide horizontal check along the neutral axis. <br />Girder 7 in Span 2 has a 0.25 inch wide check near the neutral axis. <br />Girder 6 and 7 in Span 7 have 0.20 inch checks near the neutral axis. <br />Girder 7 in Span 11 has a 0.25 inch wide horizontal check along the neutral axis.