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29C0117_AAAO_2025-MAR
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29C0117_AAAO_2025-MAR
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Last modified
7/2/2025 3:21:04 PM
Creation date
7/2/2025 3:19:21 PM
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Template:
Supporting Docs - Bridge
Bridge #
29C-117
Type - Bridge Supporting Doc
Inspection
Name
North Little Johns Creek - Van Allen Road
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Department of Transportation - Division of Maintenance <br />Structure Maintenance & Investigations <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE (59) SUPERSTRUCTURE RATING = 7 <br />DESCRIPTION UNDER STRUCTURE <br />(42b) TYPE OF SERVICE UNDER <br />5-WATERWAY <br />(38) NAVIGATION CONTROL 0: NO CONTROL <br />(69) UNDERCLEARANCES V - H <br />N NOT APPLICABLE (NBI) <br />(111) PIER PROTECTION <br />N/A <br />(71) WATER ADEQUACY <br />7 ABOVE MINIMUM <br />(39) NAVIGATION VERTICAL CLEARANCE <br />0.0 M <br />(61) CHANNEL PROTECTION <br />5 BANK PROT ERODED <br />(116) VERT-LIFT BRIDGE NAV MIN VERTICAL CLEAR <br />M <br />(113) SCOUR <br />5 STABLE W/IN FOOTING OR PILE <br />(40) NAVIGATION HORIZONTAL CLEARANCE <br />0.0 M <br />SCOUR POA DATE <br />N/A <br />CHANNEL DESCRIPTION <br />Natural earth. <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />Elem Defect/ Element Description Env <br />No. Prot Defect <br />205 Column -RC 2 <br />(205) Column -RC <br />There were no significant defects noted. <br />215 Abutment -RC 2 <br />(215) Abutment -RC <br />The monolithic wingwalls have been included in the quantity. <br />(60) SUBSTRUCTURE RATING = (7) <br />Total Units Qty in each Condition State <br />Qty CS 1 CS 2 CS 3 CS 4 <br />10 each 10 0 0 0 <br />32 m 32 0 0 0 <br />There were no significant defects noted. <br />252 Pile-CIDH 2 1 ea. 1 0 0 0 <br />(252) Pile-CIDH <br />The pile element is included to indicate the presence of piles on this structure. <br />Bent 3 Pile 3 is exposed up to 12 inches vertically from the top of the cold joint. No can was exposed and it appears this cold joint is <br />higher than the other pile extensions, so this is not being coded as a defect. See Photo 4. <br />256 Slope Protection 2 2 ea. 2 0 0 0 <br />(256) Slope Protection <br />This quantity accounts for the RSP placed on the Abutment 4 embankment prior to the 2017 inspection. <br />There were no significant defects noted. <br />SUBSTRUCTURE PHOTOGRAPHS <br />Printed on: Friday 06/06/2025 11:58 AM Page 5 of 6 29C0117/AAAO/150638 <br />
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