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Department of Transportation - Division of Maintenance <br />JOINT/APPROACH/RAIL PHOTOGRAPHS <br />Structure Maintenance & Investigations <br />Photo 2 <br />Abutment 4 AC condition <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE (59) SUPERSTRUCTURE RATING = 7 <br />DESCRIPTION UNDER STRUCTURE <br />(42b) TYPE OF SERVICE UNDER 5-WATERWAY (38) NAVIGATION CONTROL 0: NO CONTROL <br />(69) UNDERCLEARANCES V - H N NOT APPLICABLE (NBI) (111) PIER PROTECTION <br />N/A <br />(71) WATER ADEQUACY 8 EQUAL DESIRABLE (39) NAVIGATION VERTICAL CLEARANCE <br />0.0 M <br />(61) CHANNEL PROTECTION 5 BANK PROT ERODED (116) VERT-LIFT BRIDGE NAV MIN VERTICAL CLEAR <br />M <br />(113) SCOUR 5 STABLE WIN FOOTING OR PILE (40) NAVIGATION HORIZONTAL CLEARANCE <br />0.0 M <br />SCOUR POA DATE N/A <br />CHANNEL DESCRIPTION <br />Sand and silt channel. <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES (60)SUBSTRUCTURE RATING = <br />7 <br />Elem Defect/ Element Description Env Total Units Qty in each Condition State <br />No. Prot Defect Qty CS 1 CS 2 CS 3 CS <br />4 <br />205 Column -RC 2 10 each 10 0 0 <br />0 <br />(205) Column -RC <br />There were no significant defects noted. <br />215 Abutment -RC 2 40 m 28 12 0 <br />0 <br />1130 Cracking (RC and Other) 2 6 0 6 0 <br />0 <br />6000 Scour 2 6 0 6 0 <br />0 <br />(215-1130) Cracking (RC and Other) <br />There are vertical cracks up to 0.016 inches wide spaced 6 to 16 feet on center in the faces of both abutments. <br />(215-6000) Scour <br />The bottom of the Abutment 1 diaphragm, near the centerline, is exposed up to 20 feet long x 14 inches vertically and undermined <br />up <br />to 18 inches. One of the piles is exposed up to 13 inches vertically. See Element 252-6000 for additional details. See Photo 6. <br />252 Pile-CIDH 2 1 ea. 0 1 0 <br />0 <br />6000 Scour 2 1 0 1 0 <br />0 <br />(252) Pile-CIDH <br />The pile element is included to indicate the presence of piles on this structure. There is one pile exposed for visual inspection. <br />No <br />indication of pile distress was noted in any substructure element at the remaining pile locations. <br />Printed on: Friday 06/06/2025 09:57 AM Page 5 of 6 29C0345/AAAP/151406 <br />