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Department of Transportation - Division of Maintenance <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Elem Defect/ Element Description <br />No. Prot Defect <br />Structure Maintenance & Investigations <br />(58) DECK RATING = 6 <br />Env Total Units Qty in each Condition State <br />Qty CS 1 CS 2 CS 3 CS 4 <br />521 Concrete Coat.(Meth/Sealer) 2 1394 sq.m 1394 0 0 0 <br />(12-1080) Delamination/Spall/Patched Area <br />There is a spall up to 12 inches in diameter x 0.5 inches deep in the deck in Span 2 near Bent 3. (See Photo 3 dated 09/21/2022) <br />This condition has been previously reported and no significant changes were noted. <br />(12-1120) Efflorescence/Rust Staining <br />There are hairline soffit cracks up to full width with light efflorescence spaced 2 feet on center in Spans 2 through 7. (See Photo 4 <br />dated 09/22/2022). This condition has been previously reported and no significant changes were noted. <br />(12-1130) Cracking (RC and Other) <br />There was methacrylate placed on the bridge deck sometime before the 2014 inspection. <br />Treated deck cracks are longitudinal and transverse up to 0.05 inches wide spaced as close as 6 inches on center. The area over the <br />supports is the most severe. (See Photo 1). <br />(12-521) Concrete Coat. (Meth/Sealer) <br />The methacrylate treatment remains effective. No new cracking was noted during this inspection. <br />RAIL INFORMATION <br />(36a) Rail Code 0 (36b) Transition 0 (36c) Appr Guardrail 0 (36d) Appr Guardrail End 0 Roadway Speed 55 MPH <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <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 4 <br />330 Railing -Metal 2 284 m 284 0 0 0 <br />(330) Railing -Metal <br />There were no significant defects noted. <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES (59) SUPERSTRUCTURE RATING = 8 <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 4 <br />109 Girder/Beam-PS Conc. 2 570 m 570 0 0 0 <br />(109) Girder/Beam-PS Conc. <br />There were no significant defects noted. <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 />8 EQUAL DESIRABLE <br />(39) NAVIGATION VERTICAL CLEARANCE <br />0.0 M <br />(61) CHANNEL PROTECTION <br />7 MINOR DAMAGE <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 />Dirt with rock rip rap at abutment slopes. <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES (60) SUBSTRUCTURE RATING = 6 <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 4 <br />204 Column -PS Conc. <br />2 36 each 6 <br />30 0 0 <br />Printed on: Wednesday 06/18/2025 03:46 PM Page 5 of 7 29C0073/AAAS/151625 <br />