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Printed on:Tuesday 11/28/2023 08:58 AM 29C0137/AAAN/114943Pageof3 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />UNDERWATER INVESTIGATION DETAILS - NOT APPLICABLE FOR THIS BRIDGE. <br />STEEL INVESTIGATION DETAILS <br />SCOPE AND ACCESS <br />There was up to two and a half feet of swift flowing under all Spans 1 during the time of inspection (see Photo 3). A complete routine <br />inspection was performed with the aid of a UAS (Unmanned Aircraft System). The PIC (Pilot in Command) was Kristina Shurbert and <br />the VO (Visual Observer) was Maricela Molina Bedolla. The channel was dry during the last routine inspection on 09/24/2021. <br />WATERWAY <br />A channel cross section was spot checked during this inspection. There has been no significant change. <br />A Bridge Scour Evaluation - Plan of Action dated 8/11/2010 is on file. The Item 113 code, Scour Critical Bridges is U for this structure. <br />This bridge has an unknown foundation. <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 />11122AVERAGE DAILY TRAFFIC <br />2013 YEAR OF ADT <br />10 KMBYPASS, DETOUR LENGTH <br />5 %(109) TRUCK ADT % <br />12930FUTURE ADT <br />2038 YEAR OF FUTURE ADT <br />HISTORICAL SIGNIFICANCE 5: NOT ELIGIBLE FOR NRHP <br />6-BITUMINOUS <br />0-NONE <br />0-NONE <br />1-CIP CONCRETE <br />DECK STRUCTURE INFORMATION <br />8.5 M <br />8.2 M <br />DECK AND ROADWAY <br />LANES 2 <br />45 <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 />2 INTOLERABLE - REPLACEDECK GEOMETRY <br />9.4 MAPPROACH RDWY WIDTH <br />BRIDGE MEDIAN <br />LEFT 0.0 M RIGHT 0.0 MCURB OR SIDEWALK <br />TOTAL WIDTH <br />NET WIDTH <br />8.2 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 />0 NO MEDIAN <br />1-HIGHWAY <br />DECK ROADWAY/OPERATIONAL INFORMATIONDECK GEOMETRY <br />0.5 ft br, 27.0 ft, 0.5 ft br <br />DECK CROSS SECTION <br />LRS INVENTORY RTE & SUBRTE <br />BASE HIGHWAY NETWORK 0-NOT ON NET <br />- NOT APPLICABLE FOR THIS BRIDGE. <br />2 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 />18.3 MLENGTH (49) <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 />12 Deck-RC <br />Deck Wearing Surface-Asphalt <br />2 <br />2 <br />156 <br />150 <br />sq.m <br />sq.m <br /> 156 <br /> 150 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />510 <br />Defect <br />(12) Deck-RC <br />(12-510) Deck Wearing Surface-Asphalt <br />The soffit of the original bridge (left side) was not visible for inspection due to in-place forms (see Photos 5 and 6) . There were no <br />significant defects noted. <br />There were no significant defects noted. <br />(58) 7DECK RATING = <br />SPECIAL INSPECTION INFORMATION <br />JOINT - APPROACH - RAIL