Laserfiche WebLink
Printed on:Wednesday 11/29/2023 01:00 PM 29C0219/AABF/113489Pageof2 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />Approach Spans: RC continuous slab on RC (3) pile extension bents. <br />Main Swing Span: Riveted steel through Pratt truss with floor beams on steel grid filled with concrete swing deck and rest piers with RC <br />piles. <br />5 @ 17.0 ft, 2 @ 102.0 ft 11 @ 17.0 ft <br />STRUCTURE DESCRIPTION <br />SPAN CONFIGURATION <br />(29)SAN JOAQUIN <br />10 <br />(00000) _____ <br />BORDER BRIDGE STRUCTURE NUMBER <br />BORDER BRIDGE STATE CODE <br />COUNTY CODE <br />HIGHWAY DISTRICT <br />STATE NAME <br />PLACE CODE <br />% SHARE <br />AGENCY INFORMATION <br />CONSTRUCTION INFORMATION <br />YEAR BUILT <br />YEAR MODIFIED <br />LENGTH (M) <br />JOINTS <br />1936 <br />SKEW <br />NO. OF HINGES <br />1975 <br />146.3 <br />0 <br />04 <br />MAIN SPANS <br />APPR SPANS 16 <br />1 <br />LOAD CAPACITY <br />DESIGN LOAD <br />INVENTORY RATING <br />OPERATING RATING <br />CALC METHOD <br />CALC METHOD <br />0 UNKNOWN <br />RF=0.53 =>17.2 metric tons <br />RF=0.88 =>28.5 metric tons <br />1 LF LOAD FACTOR <br />1 LF LOAD FACTOR <br />PERMIT RATING <br />POSTING LOADS <br />Legal <br />Type 3 <br />Type 3S2 <br />Type 3-3 <br />Legal <br />Legal <br />XXXXX <br />MAX SPAN (M)62.2 <br />4.47 M <br />MINIMUM VERTICAL CLEARANCE MINIMUM LATERAL UNDERCLEARANCE <br />STR FLARE 0-NO <br />NBIS BR LENGTH Y <br />STRUCTURE TYPE MAIN 3: STEEL <br />DESIGN TYPE MAIN 17: MOVABLE - SWING <br />STRUCTURE TYPE APPR 2: CONCRETE CONT <br />DESIGN TYPE APPR 01: SLAB <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 />INSPECTION INFORMATION <br />CRITICAL FEATURE INSPECTION (93) CFI DATE <br />24 MO 08/21A)Y-YESNSTM INSP <br />MON-NOOTHER SPECIAL INSP C) <br />60 MOY-YESUNDERWATER INSP 05/23B) <br />INSPECTION DATE (91) FREQUENCY MO01/22 24 <br />MAINTAIN 02 COUNTY HWY AGENCY <br />OWNER 02 COUNTY HWY AGENCY <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 />25Speed 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 />10/11/19 <br />CALIFORNIA 069 <br />N/AN/A <br />N/A <br />N/A <br />Posting Date N/A <br />(1) <br />(2) <br />(3) <br />(4) <br />(21) <br />(22) <br />(98) <br />(99) <br />(90) <br />(92) <br />A) <br />B) <br />C) <br />(27) <br />(106) <br />(34) <br />(49) <br />(112) <br />(45) <br />(46) <br />(48) <br />(35) <br />(43a) <br />(43b) <br />(44a) <br />(44b) <br />(31) <br />(66) <br />(64) <br />(41) <br />(65) <br />(63) <br />(70) <br />OPERATIONAL INFORMATION <br />OVERLAY THICKNESS .5 inches <br />Load Rating Tool - Date BrR 6.8.3 AASHTO - 10/11/19 <br />Calculated <br />N/A <br /> STRUCTURE OVERVIEW <br />NONE <br />NONE