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Printed on:Tuesday 02/25/2025 03:25 PM 29C0178/AAAO/148020Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />Photo 1 <br />Repaired approach MBGR's. Abutment 1 right on right, <br />Abutment 4 left on left of photo <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 6 <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 State <br />Delamination/Spall/Patched Area <br />Deck Wearing Surface-Asphalt <br />Cracking-AC (WS) <br />2 <br />2 <br />2 <br />3 <br />155 <br />15 <br />each <br />sq.m <br />each <br /> 0 <br /> 140 <br /> 0 <br /> 0 <br /> 11 <br /> 11 <br /> 3 <br /> 4 <br /> 4 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1080 <br />510 <br />Defect <br />3220 <br />(38-1080) Delamination/Spall/Patched Area <br />(38-510-3220) Cracking-AC (WS) <br />Span 1 on the right, there is a spall up to 16 inches long x 6 inches wide x 2 inches deep with one exposed rebar in the soffit about <br />midspan. See Photo 1 dated 11/14/2018. <br />Span 2 on the left, there is a spall up to 8 inches long x 4 inches wide x 3 inches deep with exposed rebar in the soffit near Pier 2. <br />See Photo 6 dated 11/09/2022. <br />Span 3 on the left, there is a delamination/spall up to 16 inches long x 8 inches wide x 3 inches deep without exposed rebar in the <br />soffit about midspan. See Photo 7 dated 11/09/2022. <br />These conditions have been previously reported and no significant changes were noted. <br />There are longitudinal cracks up to 0.5 inches wide intermittently full deck length randomly spaced through-out the AC. (See Photo 8 <br />dated 11/09/2022). This condition has been previously reported and no significant changes were noted. <br />(58) 6DECK RATING = <br />(36a) Rail Code 0110 <br />331 Railing-RC 2 26 m 26 0 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(331) Railing-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 />There were no significant defects noted.