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Printed on:Friday 10/27/2023 12:33 PM 38C0040/AAAN/115282Pageof2 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />Approach Spans (1-7, 11-17): RC continuous "T" (5) girder. Main Spans (8-10): RC continuous box girder (4 cell) all on RC pier walls <br />and RC diaphragm abutments with monolithic wingwalls. All on PC/PS and CIDH piles. <br />7 @ 51.0 ft, 1 @ 85.0 ft, 1 @ 120.0 ft, 1 @ 85.0 ft, 7 @ 51.0 ft <br />STRUCTURE DESCRIPTION <br />SPAN CONFIGURATION <br />(38)STANISLAUS <br />10 <br />(61068) RIVERBANK <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 />1967 <br />SKEW <br />NO. OF HINGES <br />306.9 <br />0 <br />44 <br />MAIN SPANS <br />APPR SPANS 14 <br />3 <br />LOAD CAPACITY <br />DESIGN LOAD <br />INVENTORY RATING <br />OPERATING RATING <br />CALC METHOD <br />CALC METHOD <br />5 MS 18 (HS 20) <br />RF=1.20 =>38.9 metric tons <br />RF=2.01 =>65.1 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 />PPPPP <br />MAX SPAN (M)36.6 <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 2: CONCRETE CONT <br />DESIGN TYPE MAIN 05: BOX BEAM OR GDR - MU <br />STRUCTURE TYPE APPR 2: CONCRETE CONT <br />DESIGN TYPE APPR 04: TEE BEAM <br />BRIDGE POSTING <br />STRUCTURE STATUS <br />0.0 M(56) MIN LAT UNDERCLEAR LT <br />4.0 M(55) MIN LAT UNDERCLEAR RT REF(53) MIN VERT CLEAR OVER BRIDGE RDWY <br />4.87 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 MO09/23 24 <br />MAINTAIN 04 CITY OR MUNICIPAL HI <br />OWNER 04 CITY OR MUNICIPAL HI <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 />30Speed 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 />09/18/19 <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 BDS, Hand Calcs (LRE) - 09/12/19 <br />Calculated <br />N/A <br /> STRUCTURE OVERVIEW <br />NONE <br />NONE