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Printed on:Thursday 10/14/2021 09:51 AM 29C0135/AAAI/72952Pageof3 <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 />The channel was dry during the time of inspection. A complete visual inspection was performed. There is graffiti and paint along both <br />abutments that could be masking minor defects. <br />MISCELLANEOUS <br />There is an approximately 18 inch diameter steel pipe (encroachment) attached to the left side of the slab (see Photo 5). <br />DECK AND ROADWAY <br />There are pattern cracks and settlement in the approach AC at Abutment 1 (see Photo 6). The previously noted approach AC settlement <br />at Abutment 6 has been repaired (see Photo 7). <br />SAFE LOAD CAPACITY <br />The load rating for this structure is being reviewed by the SM&I Ratings Branch. An updated Load Rating Summary Sheet will be <br />archived when this review is complete. The current rating is based on BDS computer output dated 01/10/1980. <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 />12932AVERAGE DAILY TRAFFIC <br />2015 YEAR OF ADT <br />6 KMBYPASS, DETOUR LENGTH <br />3 %(109) TRUCK ADT % <br />8550FUTURE 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 />9.9 M <br />9.7 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 />7 ABOVE MIN CRITERIAAPPR ROADWAY ALIGN <br />3 INTOLERABLE - CORRECTDECK GEOMETRY <br />9.7 MAPPROACH RDWY WIDTH <br />BRIDGE MEDIAN <br />LEFT 0.0 M RIGHT 0.0 MCURB OR SIDEWALK <br />TOTAL WIDTH <br />NET WIDTH <br />9.7 MINVENTORY ROUTE TOTAL HORIZ CLEAR <br />99.99 MINVENTORY ROUTE MIN VERT CLEAR <br />3-ON FREE ROAD <br />19-LOCAL 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 />1-HIGHWAY <br />DECK ROADWAY/OPERATIONAL INFORMATIONDECK GEOMETRY <br />1.0 ft br, 31.8 ft, 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 />.5 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 />39.3 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 />38 Slab-RC <br />Deck Wearing Surface-Asphalt <br />Delam./Pothole-AC (WS) <br />2 <br />2 <br />2 <br />380 <br />290 <br />20 <br />sq.m <br />sq.m <br />each <br /> 380 <br /> 270 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 20 <br /> 20 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />510 <br />Defect <br />3210 <br />(38) Slab-RC <br />There were no significant defects noted. <br />(58) 7DECK RATING = <br />SPECIAL INSPECTION INFORMATION