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Printed on:Friday 12/13/2024 02:38 PM 29C0415/AAAH/147521Pageof2 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />9 <br />Main Center Span 4: Single span with two parallel removable units separated by a longitudinal joint, each consisting of steel plate <br />girders (2) with steel end plate diaphragms, intermediate cross frames, and web stiffeners, composite with lightweight RC top flanges, on <br />RC bent caps, on RC pile extensions on CISS pile exensions on CISS piles. <br />East and West Approach Spans: Three span continuous PC/PS concrete single cell box girders (3) with CIP/RC diaphragm splices over <br />each bent, composite with RC top flanges, on RC bent caps on RC pile extensions on CISS pile extensions on CISS piles. <br />Main Span: 2.0 ft ends of girders at Bent 4 to brgs, 1 @ 96.0 ft, 2.0 ft brgs to ends of girders at Bent 5 <br />West Approach Spans: 1 @ 96.0 ft, 1 @ 100.0 ft, 1 @ 99.3 ft <br />East Approach Spans: 1 @ 96.0 ft, 1 @ 100.0 ft, 1 @ 85.0 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 />N/A <br />YEAR BUILT <br />YEAR MODIFIED <br />LENGTH (M) <br />JOINTS <br />2020 <br />SKEW <br />NO. OF HINGES <br />205.6 <br />0 <br />05 <br />MAIN SPANS <br />APPR SPANS 6 <br />1 <br />MAX SPAN (M)30.5 <br />STR FLARE 0-NO <br />NBIS BR LENGTH Y <br />STRUCTURE TYPE MAIN 3: STEEL <br />DESIGN TYPE MAIN 02: STRINGER/MULTI-BEAM <br />STRUCTURE TYPE APPR 6: PRSTR CONC CONT <br />DESIGN TYPE APPR 04: TEE BEAM <br />INSPECTION INFORMATION <br />CRITICAL FEATURE INSPECTION (93) CFI DATE <br />24 MO 08/24A)Y-YESNSTM INSP <br />MON-NOOTHER SPECIAL INSP C) <br />60 MOY-YESUNDERWATER INSP 05/23B) <br />INSPECTION DATE (91) FREQUENCY MO09/24 24 <br />MAINTAIN 02 COUNTY HWY AGENCY <br />OWNER 02 COUNTY HWY AGENCY <br />CALIFORNIA 069 <br />N/AN/A <br />N/A <br />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 /> STRUCTURE OVERVIEW <br />CHANNEL CONDITION RATING 8 Very Good <br />7 Good <br />8 Very Good <br />7 Good <br />AB-T - Temporary <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