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Printed on:Tuesday 04/29/2025 03:55 PM 29C0414/AAAL/152003Pageof2 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />Five span continuous CIP/PS concrete box girder (3 cell) on RC single column bents and RC seat abutments with monolithic wingwalls. <br />All founded on CIDH piles. <br />1 @ 151.8 ft, 1 @ 150.0 ft, 2 @ 152.0 ft, 1 @ 97.8 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 />N/A <br />YEAR BUILT <br />YEAR MODIFIED <br />LENGTH (M) <br />JOINTS <br />2002 <br />SKEW <br />NO. OF HINGES <br />214.3 <br />0 <br />02 <br />MAIN SPANS <br />APPR SPANS 0 <br />5 <br />LOAD CAPACITY <br />DESIGN LOAD <br />INVENTORY RATING <br />OPERATING RATING <br />CALC METHOD <br />CALC METHOD <br />6 MS18(HS20)+MOD <br />RF=1.00 =>32.4 metric tons <br />RF=1.67 =>54.1 metric tons <br />A ASSIGNED LFD <br />A ASSIGNED LFD <br />PERMIT RATING <br />POSTING LOADS <br />Legal <br />Type 3 <br />Type 3S2 <br />Type 3-3 <br />Legal <br />Legal <br />PPPPP <br />MAX SPAN (M)45.7 <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 6: PRSTR CONC CONT <br />DESIGN TYPE MAIN 05: BOX BEAM OR GDR - MU <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 />5.6 M(55) MIN LAT UNDERCLEAR RT REF(53) MIN VERT CLEAR OVER BRIDGE RDWY <br />6.60 M(54) MIN VERT UNDERCLEAR REF <br />5 AT/ABOVE LEGAL LOADS <br />A-OPEN, NO RESTRICTION <br />H-HIGHWAY <br />H-HIGHWAY <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 MO01/25 48 <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 />06/07/18 <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 0 inches <br />Load Rating Tool - Date Assigned Rating Procedure - 06/07/18 <br />Assigned by Design LFD <br />N/A <br /> STRUCTURE OVERVIEW <br />NONE <br />NONE <br />CHANNEL CONDITION RATING N Not Applicable <br />N Not Applicable <br />N Not Applicable <br />N Not Applicable <br />N Not Applicable <br />A) All routine permits allowed <br />No E/E' details <br />(B.C.09) <br />CHANNEL PROTECTION RATING(B.C.10) <br />SCOUR CONDITION RATING(B.C.11) <br />NSTM CONDITION RATING(B.C.14) <br />UW CONDITION RATING(B.C.15) <br />SCOUR VULNERABILITY RATING(B.AP.03) <br />ROUTINE PERMIT LOADS(B.LR.08) <br />FATIGUE DETAILS(B.IR.02) <br />SNBI ITEMS USED TO CHECK INSPECTION FREQUENCY