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Printed on: Wednesday 06/12/2024 01:43 PM 29C0484/DSMI/127189Page of5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />10 <br />UNDERWATER INVESTIGATION DETAILS - NOT APPLICABLE FOR THIS BRIDGE. <br />STEEL INVESTIGATION DETAILS <br /> STOP <br /> WAIT FOR SIGNAL FROM OPERATOR <br /> OPERATING HOURS 6 AM to 6 PM MON - SAT <br />WATERWAY <br />Measurements of the channel taken during the inspection are summarized in a channel cross section which is included with this bridge <br />inspection report. <br />A request was submitted to Caltrans Local Hydraulics to determine the Scour Critical 113 Code for this bridge. <br />INSPECTION COMMENTARY <br />TYPE OF MEMBRANE <br />TYPE OF DECK PROTECTION <br />DECK STRUCTURE TYPE <br />TYPE OF WEARING SURFACE <br />WEARING SURFACE / PROTECTIVE SYSTEM <br />80AVERAGE DAILY TRAFFIC <br />2024YEAR OF ADT <br />199 KMBYPASS, DETOUR LENGTH <br />0 %(109) TRUCK ADT % <br />100FUTURE ADT <br />2044YEAR OF FUTURE ADT <br />HISTORICAL SIGNIFICANCE 5: NOT ELIGIBLE FOR NRHP <br />0-NONE <br />0-NONE <br />0-NONE <br />1-CIP CONCRETE <br />DECK STRUCTURE INFORMATION <br />7.3 M <br />7.3 M <br />DECK AND ROADWAY <br />LANES 1 <br />5 <br />0-NOT ON NHS <br />PARALLEL STRUCTURE <br />TEMPORARY STRUCTURE <br />DEFENSE HIGHWAY <br />FUNCTIONAL CLASS <br />SPEED <br />NATIONAL HIGHWAY SYSTEM <br />TOLL <br />DIRECTION OF TRAFFIC <br />DESIGNATED NATIONAL NETWORK <br />TYPE OF SERVICE <br />FEDERAL LANDS HWY <br />8 EQUAL DESIRABLE CRITAPPR ROADWAY ALIGN <br />6 EQUAL MIN CRITERIADECK GEOMETRY <br />7.3 MAPPROACH RDWY WIDTH <br />BRIDGE MEDIAN <br />LEFT 0.0 M RIGHT 0.0 MCURB OR SIDEWALK <br />TOTAL WIDTH <br />NET WIDTH <br />7.3 MINVENTORY ROUTE TOTAL HORIZ CLEAR <br />99.99 MINVENTORY ROUTE MIN VERT CLEAR <br />3-ON FREE ROAD <br />09-LOCAL RURAL <br />0-NOT STRAHNET <br />N-NONE EXISTS <br />3-1 LANE, 2 WAY <br />0-NOT APPLICABLE <br />0-NOT ON NET <br />0 NO MEDIAN <br />5-HIGHWAY-PEDESTRIAN <br />DECK ROADWAY/OPERATIONAL INFORMATIONDECK GEOMETRY <br />24.0 ft (no rails) <br />DECK CROSS SECTION <br />LRS INVENTORY RTE & SUBRTE <br />BASE HIGHWAY NETWORK 0-NOT ON NET <br />- NOT APPLICABLE FOR THIS BRIDGE. <br />0 inchesOVERLAY THICKNESS (inches) <br />N/A <br />(51) <br />(52) <br />(50) <br />(32) <br />(33) <br />(107) <br />(108) <br />A) <br />B) <br />C) <br />(29) <br />(30) <br />(19) <br />(114) <br />(115) <br />(37) <br />(42a) <br />(12) <br />(13) <br />(104) <br />(26) <br />(100) <br />(101) <br />(102) <br />(10) <br />(47) <br />(68) <br />(72) <br />(105) <br />(110) <br />(20) <br />(28a) <br />(103) <br />CONDITION INFORMATION <br />11.2 MLENGTH(49) <br />Element DescriptionElem <br />No. <br />Env Total <br />Qty <br />Units <br />CS 1 CS 2 CS 3 CS 4 <br />Qty in each Condition State <br />38 Slab-RC <br />Delamination/Spall/Patched Area <br />Exposed Rebar (PS Conc./RC) <br />Abrasion (PS Conc./RC) <br />2 <br />2 <br />2 <br />2 <br />82 <br />6 <br />2 <br />36 <br />sq.m <br />each <br />each <br />each <br /> 38 <br /> 0 <br /> 0 <br /> 0 <br /> 36 <br /> 0 <br /> 0 <br /> 36 <br /> 8 <br /> 6 <br /> 2 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1080 <br />1090 <br />1190 <br />Defect <br />(38-1080) Delamination/Spall/Patched Area <br />Spalls with missing chunks of concrete up to 2 feet in width were missing from the edges of the cantilevered toe end of the slab which <br />experiences impact loads from the ferry when it docks at the ramp. <br />(58)5DECK RATING = <br />SPECIAL INSPECTION INFORMATION