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Printed on: Friday 09/06/2024 12:24 PM 29C0491/DSMI/138281Page of4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />TYPE OF MEMBRANE <br />TYPE OF DECK PROTECTION <br />DECK STRUCTURE TYPE <br />TYPE OF WEARING SURFACE <br />WEARING SURFACE / PROTECTIVE SYSTEM <br />32000AVERAGE DAILY TRAFFIC <br />2024YEAR OF ADT <br />0 KMBYPASS, DETOUR LENGTH <br />10 %(109) TRUCK ADT % <br />45000FUTURE ADT <br />2044YEAR OF FUTURE ADT <br />HISTORICAL SIGNIFICANCE 5: NOT ELIGIBLE FOR NRHP <br />N-NOT APPLICABLE <br />N-NOT APPLICABLE <br />N-NOT APPLICABLE <br />N-NOT APPLICABLE <br />DECK STRUCTURE INFORMATION <br />16.0 M <br />13.4 M <br />DECK AND ROADWAY <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Small drainage ditch with trapezoidal section. Sides with grass. Bottom with silty sand and garbage. Rock slope protection next to the <br />downstream end. <br />LANES 2 <br />55 <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 />8 EQUAL DESIRABLE CRITAPPR ROADWAY ALIGN <br />6 EQUAL MIN CRITERIADECK GEOMETRY <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />6 EQUAL MINIMUMWATER ADEQUACY <br />13.4 MAPPROACH RDWY WIDTH <br />0.0 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 />BRIDGE MEDIAN <br />LEFT 0.0 M RIGHT 0.0 MCURB OR SIDEWALK <br />TOTAL WIDTH <br />NET WIDTH <br />13.4 MINVENTORY ROUTE TOTAL HORIZ CLEAR <br />99.99 MINVENTORY ROUTE MIN VERT CLEAR <br />3-ON FREE ROAD <br />09-LOCAL RURAL <br />0-NOT STRAHNET <br />N-NONE EXISTS <br />2-2 WAY <br />0-NOT APPLICABLE <br />0-NOT ON NET <br />N: NOT APPLICABLE <br />0 NO MEDIAN <br />5-HIGHWAY-PEDESTRIAN <br />5-WATERWAY <br />DECK ROADWAY/OPERATIONAL INFORMATIONDECK GEOMETRY <br />0.8 ft headwall, 2.7 ft varies slope, 0.7 ft cu, 44.0 ft, 0.7 ft cu, 2.7 ft varies slope, 0.8 ft headwall, measured perpendicular to center of <br />roadway. <br />DECK CROSS SECTION <br />LRS INVENTORY RTE & SUBRTE <br />BASE HIGHWAY NETWORK 0-NOT ON NET <br />6 CALCS NOT MADESCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 6 BANK SLUMPING <br />0 inchesOVERLAY THICKNESS (inches) <br />N/A <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 />6.3 MLENGTH(49) <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />240 Culvert-Steel 263 m 58 0 5 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59)N <br />(62)CULVERT RATING = 6 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES - NONE <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 />(58)NDECK RATING = <br />(36a) Rail Code 0000 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL