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Printed on:Monday 10/14/2024 01:08 PM 29C0184/AAAJ/136931Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Sand, gravel and cobbles. <br />SUBSTRUCTURE PHOTOGRAPHS <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 />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 6 BANK SLUMPING <br />N/A <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />241 Culvert-RC <br />Delamination/Spall/Patched Area <br />Cracking (RC and Other) <br />Scour <br />2 <br />2 <br />2 <br />2 <br />39 <br />1 <br />10 <br />7 <br />m <br />each <br />each <br />each <br /> 21 <br /> 0 <br /> 0 <br /> 0 <br /> 17 <br /> 0 <br /> 10 <br /> 7 <br /> 1 <br /> 1 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1080 <br />1130 <br />6000 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) N <br />(62) CULVERT RATING = 6 <br />(241-1080) Delamination/Spall/Patched Area <br />(241-1130) Cracking (RC and Other) <br />(241-6000) Scour <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 is a spall up to 12 inches long x 3 inches wide x 2 inches deep with no exposed rebar located between the left wingwall and <br />Abutment 5 interface. (See Photo 3). This condition has been previously reported and no significant changes were noted. <br />There are full-height diagonal and vertical cracks up to 0.02 inches wide and spaced as close as 3 feet on center in the abutments, <br />pier walls and wingwalls. See Photos 4 and 5. <br />There are horizontal cracks up to 0.02 inches wide in the face of Abutment 5. See Photo 6. <br />These conditions have been previously reported and no significant changes were noted. <br />The left upstream invert has aggraded across the entire length. See Photos 7 and 8. <br />The right downstream invert is exposed vertically up to 42 inches across the entire length. No undermining was observed. There is <br />some RSP in front of Cell 3. (See Photos 9 and 11). This condition has been previously reported and no significant changes were <br />noted. <br />At Abutment 1, on the right side the wingwall footing is exposed up to 5 feet horizontally and up to 14 inches vertically. No <br />undermining was observed. See Photo 12. <br />At Abutment 5, on the right side the wingwall footing is exposed up to 8 feet horizontally, up to 24 inches vertically and is undermined <br />horizontally up to 12 inches. (See Photo 13). This condition has been previously reported and no significant changes were noted. <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />JOINT - APPROACH - RAIL <br />(330) Railing-Metal <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.