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Printed on:Tuesday 05/28/2024 04:02 PM 29C0200/AAAK/128905Pageof3 <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 about 8 inches of water in the channel under Spans 1 and 2 at the time of this investigation. Bent 2 was submerged in 8 <br />inches of clear water. The deck and superstructure were inspected by walking on and about the bridge. The Substructure elements were <br />accessed and inspected by wading and probing. A complete routine bridge inspection was performed. <br />MISCELLANEOUS <br />Photographs were taken during this inspection to replace the: Routine-Roadway View, Routine-Elevation View, and the Routine- <br />Underside View. The Routine-Map View was also updated. Refer to Photos 1 through 4. <br />DECK AND ROADWAY <br />There is a small raised curb on the traffic side of the sidewalk that is broken off near abutment 1 right. <br />WATERWAY <br />A channel cross section was measured at the time of this inspection and compared to the channel cross section taken 01/16/2014. A <br />comparison shows the channel has risen 6 inches at Bent 2 and up to 18 inches at the toe of the slopes. <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 />95AVERAGE DAILY TRAFFIC <br />2013 YEAR OF ADT <br />2 KMBYPASS, DETOUR LENGTH <br />5 %(109) TRUCK ADT % <br />273FUTURE ADT <br />2042YEAR OF FUTURE ADT <br />HISTORICAL SIGNIFICANCE 4: HIST SIGN NOT DETERMI <br />0-NONE <br />0-NONE <br />0-NONE <br />1-CIP CONCRETE <br />DECK STRUCTURE INFORMATION <br />11.9 M <br />9.8 M <br />DECK AND ROADWAY <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 />FEDERAL LANDS HWY <br />6 EQUAL MIN CRITERIAAPPR ROADWAY ALIGN <br />8 DESIRABLE CRITERIADECK GEOMETRY <br />6.1 MAPPROACH RDWY WIDTH <br />BRIDGE MEDIAN <br />LEFT 0.0 M RIGHT 1.5 MCURB OR SIDEWALK <br />TOTAL WIDTH <br />NET WIDTH <br />9.8 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 />0 NO MEDIAN <br />5-HIGHWAY-PEDESTRIAN <br />DECK ROADWAY/OPERATIONAL INFORMATIONDECK GEOMETRY <br />1.0 ft br, 32.0 ft, 5.0 ft sw, 1.0 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 />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 />16.5 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 />38 Slab-RC <br />Cracking (RC and Other) <br />2 <br />2 <br />190 <br />190 <br />sq.m <br />each <br /> 0 <br /> 0 <br /> 190 <br /> 190 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1130 <br />Defect <br />(38-1130) Cracking (RC and Other) <br />(58) 5DECK RATING = <br />SPECIAL INSPECTION INFORMATION