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Department of Transportation - Division of Maintenance <br />LOAD CAPACITY <br />Structure Maintenance & Investigations <br />(31) DESIGN LOAD <br />6 MS18(HS20)+MOD <br />(65) CALC METHOD 1 LF LOAD FACTOR <br />(66) INVENTORY RATING <br />RF=0.96 =>31.1 metric tons <br />(63) CALC METHOD 1 LF LOAD FACTOR <br />(64) OPERATING RATING <br />RF=1.61 =>52.2 metric tons <br />(70) BRIDGE POSTING 5 AT/ABOVE LEGAL LOADS <br />(41)STRUCTURE STATUS <br />A -OPEN, NO RESTRICTION <br />PERMIT RATING PPPPP <br />OVERLAY THICKNESS <br />0 inches <br />POSTING LOADS <br />Safe Existing <br />Posting <br />Loads Ordinance/Order Signs <br />Additional Ordinance/Order Requirements <br />Type 3 Legal N/A <br />N/A U.S. Tons <br />NONE <br />Type 3S2 Legal N/A <br />N/A U.S. Tons <br />Type 3-3 Legal N/A <br />N/A U.S. Tons <br />Speed 25 N/A <br />N/A MPH <br />Additional Signs <br />NONE <br />Posting Date N/A <br />Load Rating Summary Date 11/20/19 <br />Load Rating Type Calculated <br />Load Rating Tool - Date BrR 6.8.3 AASHTO - 09/22/19 <br />MINIMUM VERTICAL CLEARANCE <br />MINIMUM LATERAL UNDERCLEARANCE <br />(53) MIN VERT CLEAR OVER BRIDGE RDWY Unimpaired <br />(55) MIN LAT UNDERCLEAR RT REF N-NOT H/RR 0.0 M <br />(54) MIN VERT UNDERCLEAR REF <br />N-NOT H/RR 0.00 M <br />(56) MIN LAT UNDERCLEAR LT 0.0 M <br />Printed on: Monday 06/23/2025 03:39 PM Page 3 of 9 29C0108/AABG/154008 <br />