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AWDEPARTMENT OF TRANSPORTATION <br />Structure Maintenance & Investigations <br />Bridge Inspection Report <br />STRIICTIIRE NAME: BEAVER SLOUGH <br />INFORMATION <br />Year Built 1941 <br />Year Modified: 1985 <br />Length (m) : 12.5 <br />Hridge Number : 29CO285 <br />Facility Carried: RILE ROAD <br />Location 3.2 MI N PELTIER RD <br />City <br />inspection Date 01/13/2020 <br />Inspection Type <br />Routine PC Underwater Special Other <br />❑X ❑ El❑ ❑ <br />Skew (degrees): 23 <br />No. of Joints : 0 <br />No of Hinges : 0 <br />Structure Description:Simple span weathering <br />steel girders (5) with RC <br />deck on original <br />1941 RC abutments with <br />RC monolithic wingwalls. Founded on spread <br />footings. <br />Span Configuration <br />:1® 40.0 ft <br />SAFE LOAD CAPA(IITY AND RATINGS <br />Design Live Load: <br />UNKNOWN <br />Inventory Rating: <br />RF= 1,39 <br />Calculation Method: <br />(LRFR) LD & RES FACT RATING <br />Operating Rating: <br />RF= 1,81 <br />Calculation Method: <br />(LRFR) LD & RES FACT RATING <br />Permit Rating <br />PPppP <br />Posting Load <br />Type 3: Legal <br />Type 3S2: Legal <br />Type 3-3:Legal <br />DESCRIPTTON ON <br />STRUCTURE <br />Deck X-Section: <br />0.3 ft br, 28.0 <br />ft, <br />0.3 ft <br />br <br />Total Width: 8.7 m <br />Net Width: <br />8.5 m No. of Lanes: 2 Speed: <br />35 mph <br />Min. Vertical Clearance: <br />Unimpaired <br />Overlay Thickness: <br />0.0 inches <br />Rail Code: 1110 <br />DESCRIPTION UNDER STRII/"TT*RE <br />Channel Description: Gabion lined earthen channel. <br />NOTICE <br />The bridge inspection condition assessment used for this inspection is based on the American <br />Association of State Highway and Transportation Officials (AASHTO) Bridge Element Inspection <br />Manual 2013 as defined in Moving Ahead for Progress in the 21st Century (MAP-21) federal law. The <br />new element inspection methodology may result in changes to related condition and appraisal <br />ratings on the bridge without significant physical changes at the bridge. <br />The element condition information contained in this <br />report <br />represents the <br />current condition of the <br />bridge based on the most recent routine and special <br />inspections. Some of <br />the notes presented <br />below may be from an inspection that occurred prior <br />to the <br />date noted in <br />this report. Refer to <br />the Scope and Access section of this inspection report for <br />a description <br />of which portions of the <br />bridge were inspected on this date. <br />INSPECTION COMMENTARY <br />SCOPE AND ACCESS <br />There was <br />no water in <br />the <br />channel <br />at <br />the <br />time <br />of <br />this <br />investigation. <br />All <br />elements were <br />visually <br />inspected. <br />f ]N4:i3 ti P7:I91e\ 11 S /eYi <br />There is a 0.2 inch wide transverse crack in the AC approach at Abutment 1. There is a 1 <br />Printed on: Tuesday 02/18/2020 11:19 AM <br />29CO285/AAAI/58108 <br />