Laserfiche WebLink
Printed on:Tuesday 05/28/2024 05:03 PM 29C0430/AAAF/124732Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />Photo 2 <br />Efflorescence in the soffit near the right side of Abutment 1 <br />Photo 3 <br />Longitudinal deck cracking near Abutment 1 <br />Photo 4 <br />Transverse and pattern cracking near Abutment 2 <br /> DECK PHOTOGRAPHS <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 />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot Defect <br />(38-1130) Cracking (RC and Other) <br />Photos 3 and 4. <br />(58) 5DECK RATING = <br />(36a) Rail Code 0010 <br />331 Railing-RC <br />Cracking (RC and Other) <br />2 <br />2 <br />19 <br />16 <br />m <br />each <br /> 3 <br /> 0 <br /> 16 <br /> 16 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1130 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 35Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(331-1130) Cracking (RC and Other) <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 are hairline to 0.03 inch wide vertical cracks in the bridge railings and transverse cracks in the sidewalks. Refer to <br />Photo 5.