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Printed on:Friday 12/13/2024 02:38 PM 29C0415/AAAH/147521Pageof7 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />9 <br />Element Group: 101 - Main - Main Steel - Removable Center Span 4 <br />Element Group: 102 - Approach - Approach PC/PS - West Spans 1 to 3, East Spans 5 to 7 <br />107 <br />311 <br />313 <br />104 <br />310 <br />Girder/Beam-Steel <br />Steel Coating-Paint <br />Bearing-Moveable <br />Bearing-Fixed <br />Box Girder-PS Conc. <br />Cracking (PS Conc.) <br />Bearing-Elastomeric <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />122 <br />556 <br />4 <br />4 <br />525 <br />15 <br />24 <br />m <br />sq.m <br />each <br />each <br />m <br />each <br />each <br /> 122 <br /> 556 <br /> 4 <br /> 4 <br /> 510 <br /> 0 <br /> 24 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 15 <br /> 15 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />515 <br />1110 <br />SUPERSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />(107) Girder/Beam-Steel <br />(107-515) Steel Coating-Paint <br />(311) Bearing-Moveable <br />(313) Bearing-Fixed <br />(104) Box Girder-PS Conc. <br />(104-1110) Cracking (PS Conc.) <br />(310) Bearing-Elastomeric <br />Routine Inspection Element Notes: <br />Element Description <br />Element Description <br />Elem <br />No. <br />Elem <br />No. <br />Env <br />Env <br />Total <br />Qty <br />Total <br />Qty <br />Units <br />Units <br />CS 1 <br />CS 1 <br />CS 2 <br />CS 2 <br />CS 3 <br />CS 3 <br />CS 4 <br />CS 4 <br />Qty in each Condition State <br />Qty in each Condition State <br />Defect/ <br />Prot <br />Defect/ <br />Prot <br />Defect <br />Defect <br />This element is to quantify steel girders in Span 4. <br />There are no significant defects noted. <br />This element is to quantify paint on the steel girders in Span 4. <br />There are no significant defects noted. <br />This element is to quantify moveable bearings in Span 4. <br />There are no significant defects noted. <br />This element is to quantify fixed bearings in Span 4. <br />There are no significant defects noted. <br />This element is to quantify pre-stressed girders in Spans 1 to 3 and Spans 5 to 7. <br />There are horizontal cracks up to 0.006 inches wide in the exterior side of the exterior girders. These cracks extend up to 30 feet <br />from the abutments. (See Photo 6 dated 09/21/2022). This condition has been previously reported and no significant changes were <br />noted. <br />This element is to quantify elastomeric bearings in Spans 1 to 3 and Spans 5 to 7. <br />Non-Routine Inspection Element Notes: <br />NSTM (08/22/2024): See the report narrative for the list of members that were inspected. <br />Element Group: 102 - Approach - Approach PC/PS - West Spans 1 to 3, East Spans 5 to 7 <br />330 Railing-Metal 2 350 m 350 0 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />JOINT - APPROACH - RAIL <br />(330) Railing-Metal <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 />This element is to quantify deck in Spans 1 to 3 and Spans 5 to 7. <br />There are no significant defects noted.