Laserfiche WebLink
Printed on:Thursday 02/20/2025 11:35 AM 29C0175/AAAO/148904Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Meandering channel path. Trapezoidal with thick reeds on the bottom and vegetation on the sides. <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 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 />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />210 <br />215 <br />241 <br />Pier Wall-RC <br />Abutment-RC <br />Culvert-RC <br />Cracking (RC and Other) <br />Deck Wearing Surface-Asphalt <br />2 <br />2 <br />2 <br />2 <br />2 <br />12 <br />33 <br />6 <br />3 <br />23 <br />m <br />m <br />m <br />each <br />sq.m <br /> 12 <br /> 33 <br /> 3 <br /> 0 <br /> 23 <br /> 0 <br /> 0 <br /> 3 <br /> 3 <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 /> 0 <br />1130 <br />510 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)(7) <br />(210) Pier Wall-RC <br />(215) Abutment-RC <br />(241-1130) Cracking (RC and Other) <br />(241-510) Deck Wearing Surface-Asphalt <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 />There is a 0.05 inch wide five foot long horizontal crack in Abutment 3 right side (see Photo 5). <br />There is a 0.05 inch wide horizontal crack in the headwall near Abutment 1 right side (see Photo 6). <br />There is a less than six inch diameter soffit spall in Span 2 right side co-located with the cracks (see BIR 01/11/2021 Photo 4). <br />There are up to 0.03 inch wide vertical cracks with some mild efflorescence in the culvert headwall in Span 2 (see BIR 01/19/2023 <br />Photo 9). <br />There were no significant defects noted. <br />(36a) Rail Code 1111 <br />331 Railing-RC <br />Delamination/Spall/Patched Area <br />Efflorescence/Rust Staining <br />2 <br />2 <br />2 <br />15 <br />2 <br />9 <br />m <br />each <br />each <br /> 4 <br /> 0 <br /> 0 <br /> 9 <br /> 0 <br /> 9 <br /> 2 <br /> 2 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1080 <br />1120 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(331-1080) Delamination/Spall/Patched Area <br />(331-1120) Efflorescence/Rust Staining <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 one foot by six inch by two inch deep spall with an exposed rebar in the end of the bridge rail at Abutment 3 left <br />side (see BIR 01/19/2023 Photo 7). <br />There is a one foot by six inch by two inch deep spall with no exposed rebar in the end of the bridge rail at Abutment 1 right <br />side (see BIR 01/19/2023 see Photo 8). <br />There is mild efflorescence along the bridge rails near Abutment 3.