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Printed on:Friday 09/15/2023 03:39 PM 29C0223/AAAJ/105993Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Silt invert with native soil embankments <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />8 EQUAL 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 7 MINOR DAMAGE <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 />205 <br />215 <br />227 <br />Column-RC <br />Abutment-RC <br />Pile-RC <br />2 <br />2 <br />2 <br />4 <br />30 <br />1 <br />each <br />m <br />ea. <br /> 4 <br /> 30 <br /> 1 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)7 <br />(205) Column-RC <br />(215) Abutment-RC <br />(227) Pile-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 />No significant defects were observed. <br />No significant defects were observed. <br />The monolithic wingwalls have been included in the quantity of Element 215. <br />Element 227 has been included to indicate the presence of piles on this structure at all supports. The plans on file within the SM&I <br />electronic database note the option of driven RC piles or CIDH RC piles, but do not indicate the utilized option. <br />The piles were not exposed for visual inspection. No indication of pile distress was noted in substructure elements. <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 33 m 33 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 />The bridge rails were galvanized. <br />Areas of paint were present on the metal beam rail that appeared to be an attempt to cover graffiti. The paint did not <br />warrant Element 515, Protective Coating - Paint. <br />The rail posts exhibited minor distortions. The edges of the flanges were deflected less than 1 inch along sections up to 6 <br />inches. The conditions did not warrant a defect of Element 330. <br />The metal beam rail over the wingwall at the left side of Abutment 1 was distorted. The top edge of the metal beam was <br />defected downward approximately 2 to 4 inches along a section 2 to 3 feet in length. The condition was not located along <br />the bridge and did not warrant a defect of Element 330. <br />No significant defects were observed.