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I <br />3 <br />AWDEPARTMENT OF TRANSPORTATIO1 <br />Structure Maintenance Investigations <br />MA&ww <br />ridge Inspection Report <br />dge Number : 29CO177 <br />cility Carried: MARIPOSA ROAD <br />cation 0,8 MI N1W WAGNER RD <br />y <br />pection. Date 01/11/2021 <br />spection Type <br />ine FC Underwater Special Other <br />:x] El EJ El F1 <br />Year Built : 1934 Skew (degrees); 0 <br />Year Modified: 1971 No. of Joints : 0 <br />Length (m) : 15.5 No. of Hinges : 0 <br />abutments with monolithic wingwalls, widened both sides with like <br />structure type, All founded on spread footings, <br />Span Configuration :3 @ 16.3 ft <br />Rail Code: 1111 <br />Design Live Load: MS-18 OR HS-20 <br />Inventory Rating: RF=1,02 =>33,0 metric <br />tons <br />Calculation Method: <br />LOAD FACTOR <br />Operating Rating: RF=1,67 =>54,1 metric <br />tons <br />Calculation Method: <br />LOAD FACTOR <br />Permit Rating PPPPP <br />Posting Load Type 3: Legal <br />Type 3S2:Legal <br />Type 3-3:Legal <br />DESCRIPTION ON STRUCTURE <br />Deck X-Section: 1.0 ft br, 40.7 ft, 1.0 <br />ft br <br />Total Width: 13.0 m Net Width: <br />12.4 <br />m No. of Lanes: 2 <br />Speed: 55 mph <br />Min. Vertical Clearance: Unimpaired <br />Overlay Thickness: 2.0 inches <br />ESCRIPTI UNDER STRUCTURE <br />Channel Description: Trapezoidal with earth bottom, earth and vegetated sides. <br />NOTICE <br />The bridge inspection condition assessment used for this inspection is based on t <br />Manual 2013 as defined in Moving Ahead for Progress in the 21st Century (14AP-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 />INSPECTION COMMENTARY <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 />he channel was dry duri <br />erformed. <br />SAFE LOAD CAPACITY <br />oa a ng ummary w e arc ve w en s rev ew s comp e e, e curren ra. ng <br />is based on EDS computer output for the original structure (controls), dated 05/13/1982. <br />