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Printed on:Wednesday 07/24/2024 06:00 PM 29C0470/DSMI/124829Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />10 <br />Photo 9 <br />Typical bridge ID. Right rail at Abutment 1 shown <br />Photo 10 <br />Typical bridge ID. Left rail at Abutment 2 shown <br />Photo 11 <br />Typical initial condition of the bridge deck. Southbound lane <br />near Abutment 1 shown <br /> DECK PHOTOGRAPHS <br />DECK ELEMENT INSPECTION RATINGS AND NOTES (58) 7DECK RATING = <br />(36a) Rail Code 1111 <br />302 <br />331 <br />Joint-Compression Seal <br />Railing-RC <br />2 <br />2 <br />16 <br />38 <br />m <br />m <br /> 16 <br /> 38 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 15Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(302) Joint-Compression Seal <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 joint gap was measured at 75 degrees Fahrenheit during this investigation as follows: <br />Abutment 1 - 1.75 inches <br />Abutment 2 - 1.25 inches <br />See Photos 12 to 15 for initial conditions. <br />There were no significant defects noted. <br />There were no significant defects noted.