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Department of Transportation - Division of Maintenance <br />LOAD CAPACITY <br />Structure Maintenance & Investigations <br />(31) DESIGN LOAD <br />5 MS 18 (HS 20) <br />(65) CALC METHOD 1 LF LOAD FACTOR <br />(66) INVENTORY RATING <br />RF=0.55 =>17.8 metric tons <br />(63) CALC METHOD 1 LF LOAD FACTOR <br />(64) OPERATING RATING <br />RF=0.91 =>29.5 metric tons <br />(70) BRIDGE POSTING 5 AT/ABOVE LEGAL LOADS <br />(41)STRUCTURE STATUS <br />A -OPEN, NO RESTRICTION <br />PERMIT RATING 00000 <br />OVERLAY THICKNESS <br />.3 inches <br />POSTING LOADS <br />Safe <br />Existing <br />Posting <br />Loads <br />Ordinance/Order Signs <br />Additional Ordinance/Order Requirements <br />Type 3 Legal <br />N/A <br />N/A U.S. Tons <br />NONE <br />Type 3S2 Legal <br />N/A <br />N/A U.S. Tons <br />Type 3-3 Legal <br />N/A <br />N/A U.S. Tons <br />Speed 55 <br />N/A <br />N/A MPH <br />Additional Signs <br />NONE <br />Posting Date N/A <br />Load Rating Summary Date 09/27/18 <br />Load Rating Type Calculated <br />Load Rating Tool - Date BrR 6.8.2 AASHTO - 09/05/18 <br />MINIMUM VERTICAL CLEARANCE <br />(53) MIN VERT CLEAR OVER BRIDGE RDWY <br />(54) MIN VERT UNDERCLEAR REF N-NOT H/RR <br />MINIMUM LATERAL UNDERCLEARANCE <br />4.50 M (55) MIN LAT UNDERCLEAR RT REF N-NOT H/RR 0.0 M <br />0.00 M (56) MIN LAT UNDERCLEAR LT 0.0 M <br />Printed on: Tuesday 06/10/2025 03:00 PM Page 3 of 9 29C0037/AABB/152574 <br />