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Printed on:Tuesday 11/28/2023 08:58 AM 29C0137/AAAN/114943Pageof2 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />Original (left): Two span simply supported steel girders (8) partially encased in concrete with stay-in-place corrugated metal forms on <br />RC pier wall and RC abutments with monolithic wingwalls. <br />Widening (right): Two span simply supported steel girders (3) partially embedded in concrete with RC deck on RC pier wall and RC <br />abutments with monolthic wingwalls. <br />All founded on concrete spread footings. <br />2 @ 30.0 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 />1926 <br />SKEW <br />NO. OF HINGES <br />1940 <br />18.3 <br />45 <br />00 <br />MAIN SPANS <br />APPR SPANS 0 <br />2 <br />LOAD CAPACITY <br />DESIGN LOAD <br />INVENTORY RATING <br />OPERATING RATING <br />CALC METHOD <br />CALC METHOD <br />0 UNKNOWN <br />RF=0.81 =>26.2 metric tons <br />RF=1.36 =>44.1 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 />GGOOO <br />MAX SPAN (M)8.8 <br />99.99 MUnimpaired <br />MINIMUM VERTICAL CLEARANCE MINIMUM LATERAL UNDERCLEARANCE <br />STR FLARE 0-NO <br />NBIS BR LENGTH Y <br />STRUCTURE TYPE MAIN 4: STEEL CONT <br />DESIGN TYPE MAIN 02: STRINGER/MULTI-BEAM <br />STRUCTURE TYPE APPR 0: OTHER/ NOT APPLICABLE <br />DESIGN TYPE APPR 00: OTHER/NOT APPLICABLE <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 />MO A)N-NONSTM INSP <br />MON-NOOTHER SPECIAL INSP C) <br />MON-NOUNDERWATER INSP B) <br />INSPECTION DATE (91) FREQUENCY MO09/23 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 />45Speed 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 />12/17/12 <br />CALIFORNIA 069 <br />N/AN/A <br />N/A <br />N/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 2 inches <br />Load Rating Tool - Date VIRTIS 6.4.0 AASHTO - 11/19/12 <br />Calculated <br />N/A <br /> STRUCTURE OVERVIEW <br />NONE <br />NONE