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Printed on:Thursday 06/06/2024 09:27 AM 29C0274/AAAW/126791Pageof2 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />3-Span simply supported timber girders (18 - Spans 1 and 3, 19 - Span 2) with a timber plank deck on timber column (4) bents and RC <br />seat abutments with monolithic wingwalls. The foundation is unknown. <br />1 @ 15.17 ft, 1 @ 16 ft, 1 @ 15.17 ft (parallel to roadway) <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 />1931 <br />SKEW <br />NO. OF HINGES <br />15.5 <br />35 <br />00 <br />MAIN SPANS <br />APPR SPANS 0 <br />3 <br />LOAD CAPACITY <br />DESIGN LOAD <br />INVENTORY RATING <br />OPERATING RATING <br />CALC METHOD <br />CALC METHOD <br />0 UNKNOWN <br />RF=0.50 =>16.2 metric tons <br />RF=0.71 =>23.0 metric tons <br />2 AS ALLOWABLE STRESS <br />2 AS ALLOWABLE STRESS <br />PERMIT RATING <br />POSTING LOADS <br />Legal <br />Type 3 <br />Type 3S2 <br />Type 3-3 <br />33 <br />20 <br />XXXXX <br />MAX SPAN (M)5.9 <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 7: WOOD OR TIMBER <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 />3 10.0-19.9% BELOW LEGAL <br />P-POSTED FOR LOAD <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 MO03/24 12 <br />MAINTAIN 02 COUNTY HWY AGENCY <br />OWNER 02 COUNTY HWY AGENCY <br />Safe <br />Loads <br /> <br />33 <br />20 <br />Existing <br />Ordinance/Order <br />33 <br />20 <br />Posting <br />Signs <br />U.S. Tons <br />U.S. Tons <br />U.S. Tons <br />55Speed MPH <br /> <br /> <br />Additional Ordinance/Order Requirements <br />Additional Signs <br />Load Rating Summary Date <br />Load Rating Type <br />10/30/13 <br />CALIFORNIA 069 <br />N/AN/A <br />N/A <br />N/A <br />N/A <br />N/A <br />Posting Order Date 06/21/1989 <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 3 inches <br />Load Rating Tool - Date TIMBER RATER - 10/30/13 <br />Calculated <br /> <br /> STRUCTURE OVERVIEW <br />NONE <br />NONE