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Printed on:Friday 12/13/2024 03:19 PM 29C0231/AAAV/147519Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Sinuous earth lined river with moderately vegetated slopes (bushes). The banks are lightly armored. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />9 ABOVE DESIRABLEWATER 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 />5 STABLE W/IN FOOTING OR PILESCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 9 NO DEFICIENCIES <br />N/A <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />109 <br />312 <br />Girder/Beam-PS Conc. <br />Bearing-Enclosed <br />2 <br />2 <br />553 <br />2 <br />m <br />each <br /> 553 <br /> 2 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 8 <br />(109) Girder/Beam-PS Conc. <br />(312) Bearing-Enclosed <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 State <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot Defect <br />(12-1120) Efflorescence/Rust Staining <br />(12-1130) Cracking (RC and Other) <br />(12-521-3540) Effectiveness-(Concrete PC) <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 />09/23/2022). This condition has been previously reported and no significant changes were noted. <br />Methacrylate was placed on the bridge deck in 2004. <br />Treated deck cracks are diagonal and transverse up to 0.05 inches wide spaced as close as 18 inches on center. There are similar <br />sealed longitudinal cracks over the supports. This condition is predominantly in the traveled way. It is estimated that approximately <br />60% of the deck is to remain in Condition State 3 for sealed cracking. <br />There are unsealed diagonal and pattern cracks up to 0.03 inches wide randomly spaced throughout the bridge deck. In addition, the <br />sealed cracks have edge spalling up to 0.08 inches wide throughout the deck. (See Photos 3 to 5 dated 09/23/2022). This condition <br />has been previously reported and no significant changes were noted. <br />The methacrylate is no longer providing protection to the bridge deck. The deck cracks have edge spalling and new cracking is <br />developing. See Defect 12-1130 for more details. <br />There were no significant defects noted. <br />While the abutments are cast as diaphragm-style, there are bearing bads immediately below each girder. <br />The enclosed bearing element is included to indicate the presence of bearings on this structure. The bearings were not exposed for <br />visual inspection. No indication of distress or alignment problems were noted in any superstructure element associated with bearings. <br />(58) (4)DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 221 m 221 0 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <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 />There were no significant defects noted.