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Printed on:Friday 08/13/2021 01:37 PM 29C0210/AAAM/70600Pageof3 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />UNDERWATER INVESTIGATION DETAILS - NOT APPLICABLE FOR THIS BRIDGE. <br />STEEL INVESTIGATION DETAILS <br />SCOPE AND ACCESS <br />All elements were accessible by foot on and around the structure. The creek was dry during this investigation. A complete inspection of <br />the visible elements was performed. <br />MISCELLANEOUS <br />A new routine map view photo was added to this report. See Photo 1. <br />DECK AND ROADWAY <br />There is a 3 foot long x 18 inch wide x 2 inch deep depression of broken concrete in the left approach sidewalk at Abutment 4. See Photo <br />2. In addition, 2 feet south of the depression there is a 3 foot long x 3 inch high void under the sidewalk. See Photo 3. There are similar <br />voids under the approach sidewalks at both abutments on the right side of the bridge. The approach sidewalks are undermined up to 12 <br />inches at all locations. <br />Type P object makers were present at the right side of Abutment 1 and the left side of Abutment 4 at the ends of the wingwalls. <br />SUBSTRUCTURE <br />New RSP has been placed at both slope embankments. In addition, a concrete slurry mix was poured over the RSP primarily below <br />Spans 1 and 3. See Photos 4 and 5. <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 />2040AVERAGE DAILY TRAFFIC <br />2013 YEAR OF ADT <br />5 KMBYPASS, DETOUR LENGTH <br />2 %(109) TRUCK ADT % <br />6542FUTURE ADT <br />2041 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 />19.1 M <br />15.7 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 />9 ABOVE DESIRABLE CRITDECK GEOMETRY <br />12.2 MAPPROACH RDWY WIDTH <br />BRIDGE MEDIAN <br />LEFT 1.7 M RIGHT 1.7 MCURB OR SIDEWALK <br />TOTAL WIDTH <br />NET WIDTH <br />15.7 MINVENTORY ROUTE TOTAL HORIZ CLEAR <br />99.99 MINVENTORY ROUTE MIN VERT CLEAR <br />3-ON FREE ROAD <br />17-COLLECTOR URBAN <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 />0.33 feet br, 5.17 feet sw, 51.67 feet, 5.17 feet sw, 0.33 feet 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 />3 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 />20.5 MLENGTH (49) <br />DECK ELEMENT INSPECTION RATINGS AND NOTES (58) DECK RATING = <br />SPECIAL INSPECTION INFORMATION