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Printed on:Tuesday 05/27/2025 03:59 PM 29C0206/AAAP/151929Pageof3 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />10 <br />LOAD CAPACITY <br />DESIGN LOAD <br />INVENTORY RATING <br />OPERATING RATING <br />CALC METHOD <br />CALC METHOD <br />5 MS 18 (HS 20) <br />RF= 0.56 <br />RF= 0.72 <br />8 LRFR RATING FACTOR <br />8 LRFR RATING FACTOR <br />PERMIT RATING <br />POSTING LOADS <br />Legal <br />Type 3 <br />Type 3S2 <br />Type 3-3 <br />Legal <br />Legal <br />PPPPG <br />99.99 MUnimpaired <br />MINIMUM VERTICAL CLEARANCE MINIMUM LATERAL UNDERCLEARANCE <br />BRIDGE POSTING <br />STRUCTURE STATUS <br />0.0 M(56) MIN LAT UNDERCLEAR LT <br />0.0 M(55) MIN LAT UNDERCLEAR RT REF(53) MIN VERT CLEAR OVER BRIDGE RDWY <br />0.00 M(54) MIN VERT UNDERCLEAR REF <br />5 AT/ABOVE LEGAL LOADS <br />A-OPEN, NO RESTRICTION <br />N-NOT H/RR <br />N-NOT H/RR <br />Safe <br />Loads <br />N/A <br />N/A <br />N/A <br />Existing <br />Ordinance/Order <br />N/A <br />N/A <br />Posting <br />Signs <br />U.S. Tons <br />U.S. Tons <br />U.S. Tons <br />30Speed N/A N/A MPH <br /> <br /> <br />Additional Ordinance/Order Requirements <br />Additional Signs <br />Load Rating Summary Date <br />Load Rating Type <br />05/03/19 <br />Posting Date N/A <br />(31) <br />(66) <br />(64) <br />(41) <br />(65) <br />(63) <br />(70) <br />OPERATIONAL INFORMATION <br />OVERLAY THICKNESS 0 inches <br />Load Rating Tool - Date BrR 6.8.3 AASHTO - 04/17/19 <br />Calculated <br />N/A <br />NONE <br />NONE