Laserfiche WebLink
Printed on:Thursday 10/03/2024 11:50 AM 29C0373/AAAP/136925Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />Photo 4 <br />Typical drilled hole in the soffit of first interior bay. Bay 1 near <br />Abutment 1 shown <br />Photo 5 <br />Typical soffit cracks with efflorescence. Bay 3 near Abutment 1 <br />shown <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUPERSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 5 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <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 />(58) 7DECK RATING = <br />(36a) Rail Code 1111 <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 />The bridge rails were replaced with RC rails sometime after the 2012 routine inspection. <br />There were no significant defects noted. <br />Photo 2 <br />Condition of AC approach at Abutment 1. Northbound lane on <br />right <br />Photo 3 <br />Condition of AC approach at Abutment 2. Southbound lane on <br />left <br />JOINT/APPROACH/RAIL PHOTOGRAPHS