Laserfiche WebLink
Printed on: Wednesday 06/12/2024 01:43 PM 29C0484/DSMI/127189Page of2 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />10 <br />Two span continuous CIP/RC slabs with 24 ft total width, consisting of 14 inch thick x 2.5 ft wide beams at 6 ft on center integral with and <br />alternating with 6 inch thick slabs, with 1.7 ft wide overhangs, and longitudinal cantilever approach ends. All on individual CIP/RC pile <br />caps on timber piles (4 per abutment, 4 per bent). <br />Vehicle loads to and from ferry are transferred to Span 1 which is located on the uphill end of the ramp. <br />Impact loads from the ferry docking are transferred to the overhang located at the toe of Span 2. <br />3.0 ft cantilever, 2 @ 15.0 ft, 3.0 ft cantilever, centers of bearings <br />(3.1 ft cantilever, 2 @ 15.3 ft, 3.1 ft cantilever, centers of bearings along the 20 % slope of ramp) <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 />1951 <br />SKEW <br />NO. OF HINGES <br />11.2 <br />0 <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 />3 MS 13.5 (HS 15) <br />RF=0.75 =>24.3 metric tons <br />RF=1.25 =>40.5 metric tons <br />0 FIELD EVAL/ENG JUDG. <br />0 FIELD EVAL/ENG JUDG. <br />PERMIT RATING PPPPP <br />MAX SPAN (M)4.7 <br />STR FLARE 0-NO <br />NBIS BR LENGTH Y <br />STRUCTURE TYPE MAIN 2: CONCRETE CONT <br />DESIGN TYPE MAIN 01: SLAB <br />STRUCTURE TYPE APPR 0: OTHER/ NOT APPLICABLE <br />DESIGN TYPE APPR 00: OTHER/NOT APPLICABLE <br />BRIDGE POSTING <br />STRUCTURE STATUS <br />5 AT/ABOVE LEGAL LOADS <br />A-OPEN, NO RESTRICTION <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 MO04/24 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 />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 />(31) <br />(66) <br />(64) <br />(41) <br />(65) <br />(63) <br />(70) <br />OPERATIONAL INFORMATION <br />OVERLAY THICKNESS 0 inches <br /> STRUCTURE OVERVIEW