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Printed on:Monday 07/31/2023 03:43 PM 29C0144/AAAM/104030Pageof3 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />UNDERWATER INVESTIGATION DETAILS - NOT APPLICABLE FOR THIS BRIDGE. <br />STEEL INVESTIGATION DETAILS <br />SCOPE AND ACCESS <br />The canal was dry and there was approximately 12 inches of wet sediment in both cells. A full inspection was performed from both sides <br />looking into each cell of the structure with the aid of binoculars. A complete routine inspection was performed. <br />MISCELLANEOUS <br />A new routine map view photo was added during this investigation. See Photo 1. <br />CULVERT <br />Cells 1 and 3 have over 12 inches of sedimentation. An outstanding work recommendation was submitted remove the sediment. <br />There is significant bulging of the Gabion wall on the left side of Abutment 4. (See Photo 5 dated 06/04/2021). This condition has been <br />previously reported and no significant changes were noted. <br />INSPECTION COMMENTARY <br />TYPE OF MEMBRANE <br />TYPE OF DECK PROTECTION <br />DECK STRUCTURE TYPE <br />TYPE OF WEARING SURFACE <br />WEARING SURFACE / PROTECTIVE SYSTEM <br />13343AVERAGE DAILY TRAFFIC <br />2013 YEAR OF ADT <br />5 KMBYPASS, DETOUR LENGTH <br />10 %(109) TRUCK ADT % <br />8722FUTURE ADT <br />2041 YEAR 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 />33.8 M <br />22.9 M <br />DECK AND ROADWAY <br />LANES 4 <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 />FEDERAL LANDS HWY <br />8 EQUAL DESIRABLE CRITAPPR ROADWAY ALIGN <br />9 ABOVE DESIRABLE CRITDECK GEOMETRY <br />22.9 MAPPROACH RDWY WIDTH <br />BRIDGE MEDIAN <br />LEFT 0.0 M RIGHT 0.0 MCURB OR SIDEWALK <br />TOTAL WIDTH <br />NET WIDTH <br />22.9 MINVENTORY ROUTE TOTAL HORIZ CLEAR <br />99.99 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 CLOSED MED W/BARRIERS <br />1-HIGHWAY <br />DECK ROADWAY/OPERATIONAL INFORMATIONDECK GEOMETRY <br />N/A <br />DECK CROSS SECTION <br />LRS INVENTORY RTE & SUBRTE <br />BASE HIGHWAY NETWORK 0-NOT ON NET <br />- NOT APPLICABLE FOR THIS BRIDGE. <br />0 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 />CONDITION INFORMATION <br />9.2 MLENGTH (49) <br />DECK ELEMENT INSPECTION RATINGS AND NOTES - NONE (58) NDECK RATING = <br />SPECIAL INSPECTION INFORMATION <br />(36a) Rail Code 0000 <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 />Element DescriptionElem Env Total Units Qty in each Condition StateDefect/