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2024-29C-181
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2024-29C-181
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Last modified
6/2/2025 9:36:10 AM
Creation date
6/2/2025 9:36:03 AM
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Supporting Docs - Bridge
Bridge #
29C-181
Type - Bridge Supporting Doc
Inspection
Name
Corral Hollow Creek - Corral Hollow Road
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Printed on:Thursday 10/03/2024 11:46 AM 29C0181/AAAJ/136926Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Dirt, sand and gravel. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />4 TOLERABLEWATER ADEQUACY <br /> MVERT-LIFT BRIDGE NAV MIN VERTICAL CLEAR <br />NAVIGATION CONTROL <br />0.0 MNAVIGATION HORIZONTAL CLEARANCE <br />0.0 MNAVIGATION VERTICAL CLEARANCE <br />PIER PROTECTION <br />0: NO CONTROL5-WATERWAY <br />8 STABLE ABOVE FOOTINGSCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 6 BANK SLUMPING <br />N/A <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />241 Culvert-RC 2 43 m 43 0 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) N <br />(62) CULVERT RATING = 7 <br />(241) Culvert-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 />Dense vegetation is growing along the left side of the structure. There is an outstanding work recommendation dated 10/31/2000 to <br />remove the vegetation. <br />The 10/15/2012 inspection indicated that there is an erosion hole forming at the right side of Abutment 5. Due to dense vegetation <br />and high water levels during this inspection, this condition could not be verified. There is an outstanding work recommendation dated <br />10/06/2008 to backfill the hole. <br />330 Railing-Metal <br />Distortion <br />2 <br />2 <br />31 <br />15 <br />m <br />each <br /> 16 <br /> 0 <br /> 15 <br /> 15 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1900 <br />JOINT - APPROACH - RAIL <br />(330-1900) Distortion <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 several areas of minor distortion measuring up to 3 inches downwards located throughout the left and right metal <br />beam guard rails. (See Photos 2 and 3 dated 06/15/2016). This condition has been previously reported and no significant <br />changes were noted.
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