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Printed on:Friday 05/27/2022 08:41 AM 29C0138/AAAI/75821Pageof3 <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 are no issues restricting access for inspection of this structure. The maximum water depth was about 6 feet in Span 2 at the time <br />of this inspection. Both Piers 2 and 3 were at the edge of water. The span 2 sides of Piers 2 and 3 were wet and the spans 1 and 3 sides <br />of the piers were dry. The bridge was fully inspected walking the deck and by wading and probing. See photo 5. <br />DECK AND ROADWAY <br />There are 0.1 inch wide transverse and pattern cracks spaced at 18 inches apart in the AC approach at both abutments. Most of the <br />transverse cracks are sealed with tar. There is 0.5 inch settlement in the AC approach at both abutments. See photo 6. <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 />9943AVERAGE DAILY TRAFFIC <br />2008 YEAR OF ADT <br />16 KMBYPASS, DETOUR LENGTH <br />10 %(109) TRUCK ADT % <br />18577FUTURE ADT <br />2044YEAR OF FUTURE ADT <br />HISTORICAL SIGNIFICANCE 5: NOT ELIGIBLE FOR NRHP <br />0-NONE <br />0-NONE <br />0-NONE <br />1-CIP CONCRETE <br />DECK STRUCTURE INFORMATION <br />12.1 M <br />9.8 M <br />DECK AND ROADWAY <br />LANES 2 <br />35 <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 />4 TOLERABLEDECK GEOMETRY <br />9.8 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 />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 />5-HIGHWAY-PEDESTRIAN <br />DECK ROADWAY/OPERATIONAL INFORMATIONDECK GEOMETRY <br />1.0 ft br, 32.0 ft, 1.0 ft br, 5.0 ft sw, 0.6 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 />55.6 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 />16 Top Flange-RC <br />Efflorescence/Rust Staining <br />Concrete Coat.(Meth/Paint/Seal) <br />2 <br />2 <br />2 <br />675 <br />16 <br />580 <br />sq.m <br />each <br />sq.m <br /> 659 <br /> 0 <br /> 580 <br /> 16 <br /> 16 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1120 <br />521 <br />Defect <br />(16-1120) Efflorescence/Rust Staining <br />There are a few up to 3 feet long hairline soffit cracks with efflorescence at random locations. <br />(58) 7DECK RATING = <br />SPECIAL INSPECTION INFORMATION