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Printed on:Wednesday 11/29/2023 01:00 PM 29C0219/AABF/113489Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />TYPE OF MEMBRANE <br />TYPE OF DECK PROTECTION <br />DECK STRUCTURE TYPE <br />TYPE OF WEARING SURFACE <br />WEARING SURFACE / PROTECTIVE SYSTEM <br />958AVERAGE DAILY TRAFFIC <br />2013 YEAR OF ADT <br />199 KMBYPASS, DETOUR LENGTH <br />15 %(109) TRUCK ADT % <br />1095FUTURE ADT <br />2042YEAR OF FUTURE ADT <br />HISTORICAL SIGNIFICANCE 5: NOT ELIGIBLE FOR NRHP <br />6-BITUMINOUS <br />0-NONE <br />0-NONE <br />4-CLOSED GRATING <br />DECK STRUCTURE INFORMATION <br />6.3 M <br />6.1 M <br />DECK AND ROADWAY <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Grass-lined open channel. <br />LANES 2 <br />25 <br />0-NOT ON NHS <br />PARALLEL STRUCTURE <br />TEMPORARY STRUCTURE <br />DEFENSE HIGHWAY <br />FUNCTIONAL CLASS <br />SPEED <br />NATIONAL HIGHWAY SYSTEM <br />TOLL <br />DIRECTION OF TRAFFIC <br />DESIGNATED NATIONAL NETWORK <br />TYPE OF SERVICE <br />TYPE OF SERVICE UNDER <br />FEDERAL LANDS HWY <br />6 EQUAL MIN CRITERIAAPPR ROADWAY ALIGN <br />3 INTOLERABLE - CORRECTDECK GEOMETRY <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />8 EQUAL DESIRABLEWATER ADEQUACY <br />5.8 MAPPROACH RDWY WIDTH <br /> MVERT-LIFT BRIDGE NAV MIN VERTICAL CLEAR <br />NAVIGATION CONTROL <br />23.5 MNAVIGATION HORIZONTAL CLEARANCE <br />1.2 MNAVIGATION VERTICAL CLEARANCE <br />PIER PROTECTION <br />BRIDGE MEDIAN <br />LEFT 0.1 M RIGHT 0.1 MCURB OR SIDEWALK <br />TOTAL WIDTH <br />NET WIDTH <br />6.1 MINVENTORY ROUTE TOTAL HORIZ CLEAR <br />4.47 MINVENTORY ROUTE MIN VERT CLEAR <br />3-ON FREE ROAD <br />07-MAJOR COLLECTOR RURAL <br />0-NOT STRAHNET <br />N-NONE EXISTS <br />2-2 WAY <br />0-NOT APPLICABLE <br />0-NOT ON NET <br />3 IN-PLACE, DETERIORATED <br />1: BR PERMIT REQ <br />0 NO MEDIAN <br />1-HIGHWAY <br />5-WATERWAY <br />DECK ROADWAY/OPERATIONAL INFORMATIONDECK GEOMETRY <br />0.3 ft br, 20.0 ft, 0.3 br <br />DECK CROSS SECTION <br />LRS INVENTORY RTE & SUBRTE <br />BASE HIGHWAY NETWORK 0-NOT ON NET <br />5 STABLE W/IN FOOTING OR PILESCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 8 PROTECTED <br />.5 inchesOVERLAY THICKNESS (inches) <br />N/A <br />(51) <br />(52) <br />(50) <br />(32) <br />(33) <br />(107) <br />(108) <br />A) <br />B) <br />C) <br />(29) <br />(30) <br />(19) <br />(114) <br />(115) <br />(37) <br />(42a) <br />(12) <br />(13) <br />(104) <br />(26) <br />(100) <br />(101) <br />(102) <br />(10) <br />(47) <br />(68) <br />(72) <br />(105) <br />(110) <br />(20) <br />(28a) <br />(103) <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />146.3 MLENGTH (49) <br />SUBSTRUCTURE <br />600 <br />601 <br />Support System - Structural <br />Support System - Mechanical <br />2 <br />2 <br />1 <br />1 <br />ea. <br />ea. <br /> 1 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 1 <br /> 0 <br /> 0 <br />MECHANICAL/ELECTRICAL ELEMENT INSPECTION RATINGS AND NOTES <br />MECHANICAL/ELECTRICAL <br />(600) Support System - Structural <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 />Non-Routine Inspection Element Notes: <br />The mechanical support system consists of four components: Center Pivot Bearing, End Wedges, Centering Pins, and the Center <br />Wedges. No structural defects were observed. <br />(36a) Rail Code 0000 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 25Roadway Speed MPH <br />JOINT - APPROACH - RAIL