Laserfiche WebLink
Page 1 of 4 <br />DEPARTMENT OF TRANSPORTATION <br />Structure Maintenance & Investigations <br />Bridge Inspection Report <br />STRIICTiiRB NAME: JAHANT SLOIIGH <br />INFORMATION <br />Year Euilt 1930 <br />Year Modified: 1938 <br />Length (m) 7.6 <br />Bridge Number : 29CO278 <br />Facility Carried: WOODSON ROAD <br />Location 0.4 MI NE OF JAHANT & 99 <br />city <br />Inspection Date 01/13/2020 <br />Inspection Type <br />Routine FC Underwater Special Other <br />❑x El El❑ ❑ <br />Skew (degrees): 40 <br />No. of Joints 0 <br />No. of Hinges 0 <br />Structure Description: <br />Single span RC <br />rigid <br />frame T-girder <br />(7) <br />on RC abutments on spread <br />footings. <br />Span Configuration :1 ® 23.0 ft <br />SAFE LOAD CAPACITY <br />AND RATINGS <br />Design Live Load: <br />UNKNOWN <br />Inventory Rating: <br />RF=0.53 =>17.2 metric <br />tons <br />Calculation Method: <br />FIELD <br />EVAL/ENG JUDGMENT <br />Operating Rating: <br />RF=0.89 =>28.8 metric <br />tons <br />Calculation Method: <br />FIELD <br />EVAL/ENG JUDGMENT <br />Permit Rating <br />00000 <br />Posting Load <br />Type 3: Leaal <br />Type 352:Lega1 <br />Type 3-3:Leaa1 <br />DESCRIPTION ON <br />STRIICTIIRE <br />Deck X-Section: <br />2.0 ft cu, 34 0 ft, 2.0 <br />ft cu <br />Total Width: <br />11.6 m Net Width: <br />10.4 <br />m No. of Lanes: 2 <br />Speed: 40 mph <br />Min. Vertical Clearance: <br />Unimpaired <br />Overlay <br />Thickness: 0.5 inches <br />Rail Code: 1000 <br />DESCRIPTION ❑NDER STRIICTDRE <br />Channel Description: Swampy: flat; stagnant water. <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) Eridge 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 report represents the current condition of the <br />bridge based on the most recent routine and special inspections. Some of the notes presented <br />below may be from an inspection that occurred prior to the date noted in this report. Refer to <br />the Scope and Access section of this inspection report for a description of which portions of the <br />bridge were inspected on this date. <br />INSPfiCTION COMMENTARY <br />SCOPE AND ACCESS <br />There was <br />B <br />inches of water <br />in the channel at <br />the time <br />of <br />this <br />investigation. <br />All <br />elements <br />of <br />the bridge were <br />inspected. <br />SAFE LOAD CAPACITY <br />A Load Rating Summary Sheet dated 02/OB/2010 is on file for this structure. While this <br />report does not include a check of that analysis, it does verify that the structural <br />conditions observed during this inspection are consistent with those assumed in that <br />analysis. The current rating has been assigned in accordance with SMI procedures. <br />Printed on: Tuesday 02/18/2020 11:19 AM <br />29CO278/AAAK/58108 <br />h�' <br />