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STRUCTURE INVENTORY AND APPRAISAL REPORT <br />Page 4 of 4 <br />xxxxxxxx++++++++ IDENTIFICATION ***xxxx++++++++ <br />(1) <br />STATE NAME- CALIFORNIA <br />069 <br />(8) <br />STRUCTURE NUMBER <br />29CO278 <br />(5) <br />INVENTORY ROUTE(ON/UNDER)- ON <br />140000000 <br />(2) <br />HIGHWAY AGENCY ➢ISTRICT <br />10 <br />(3) <br />COUNTY CODE 077 (4) PLACE CODE 00000 <br />(6) <br />FEATURE INTERSECTED- JAHANT SLOUGH <br />(7) <br />FACILITY CARRIED- WOODSON ROAD <br />(9) <br />LOCATION- 0.4 MI NE 0£ <br />JAHANT & 99 <br />(11) <br />MILEPOINT/KILOMETERPOINT <br />0 <br />(12) <br />BASE HIGHWAY NETWORK- NOT ON NET <br />0 <br />(13) <br />LEE INVENTORY ROUTE & SUBROUTE <br />(16) <br />LATITUDE 38 DEG 12 MIN 30.4 SEC <br />(17) <br />LONGITUDE 121 DEG 16 MIN 19.8 SEC <br />(98) <br />BORDER BRIDGE STATE CODE % SHARE <br />(99) <br />BORDER BRIDGE STRUCTURE NUMBER <br />******** STRUCTURE TYPE AND MATERIAL <br />*x**x+xxx <br />(43) <br />STRUCTURE TYPE MAIN:MATERIAL- <br />CONCRETE <br />TYPE- TEE BEAM <br />CODE 104 <br />(44) <br />STRUCTURE TYPE APPR:MATERIAL- <br />OTHER/NA <br />TYPE- OTHER/NA <br />CODE 000 <br />(45) <br />NUMBER OF SPANS IN MAIN UNIT <br />1 <br />(46) <br />NUMBER OF APPROACH SPANS <br />0 <br />(107) <br />DECK STRUCTURE TYPE- CIP CONCRETE <br />CODE 1 <br />(108) <br />WEARING SURFACE / PROTECTIVE SYSTEM: <br />A) <br />TYPE OF WEARING SURFACE- BITUMINOUS CODE 6 <br />B) <br />TYPE OF MEMBRANE- NONE <br />CODE 0 <br />C) <br />TYPE OF DECK PROTECTION- NONE <br />CODE 0 <br />++++++++++++x++ AGE AND SERVICE ++++++++++*++++ <br />(27) <br />YEAR BUILT <br />1930 <br />(106) <br />YEAR RECONSTRUCTED <br />1938 <br />(42) <br />TYPE OF SERVICE. ON- HIGHWAY <br />1 <br />UNDER- WATERWAY <br />5 <br />(28) <br />LANES:ON STRUCTURE 02 UNDER STRUCTURE 00 <br />(29) <br />AVERAGE DAILY TRAFFIC <br />700 <br />(30) <br />YEAR OF ADT 2013 (109) TRUCK <br />ADT 12 6 <br />(19) <br />BYPASS, DETOUR LENGTH <br />6 KM <br />xxx+++*++++++++ GEOMETRIC DATA **************** <br />(48) <br />LENGTH OF MAXIMUM SPAN <br />7.0 M <br />(49) <br />STRUCTURE LENGTH <br />7.6 M <br />(50) <br />CURB OR SIDEWALK: LEFT 0.6 M <br />RIGHT 0.6 M <br />(51) <br />BRIDGE ROADWAY WIDTH CURB TO CURB <br />10.4 M <br />(52) <br />DECK WIDTH OUT TO OUT <br />11.6 M <br />(32) <br />APPROACH ROADWAY WIDTH (W/SHOULDERS) <br />6.1 M <br />(33) <br />BRIDGE MEDIAN- NO MEDIAN <br />0 <br />(34) <br />SKEW 40 DEG (35) STRUCTURE FLARED NO <br />(10) <br />INVENTORY ROUTE MIN VERT CLEAR <br />99.99 M <br />(47) <br />INVENTORY ROUTE TOTAL HORIZ CLEAR <br />10.4 M <br />(53) <br />MIN VERT CLEAR OVER BRIDGE RDWY <br />99.99 M <br />(54) <br />MIN VERT UNDERCLEAR REF- NOT H/RR <br />0,00 M <br />(55) <br />MIN LAT UNDERCLEAR RT REF- NOT H/RR <br />0.0 M <br />(56) <br />MIN LAT UNDERCLEAR LT <br />0.0 M <br />++++++++++xx+++ NAVIGATION DATA ******++++++r++ <br />(38) <br />NAVIGATION CONTROL- NO CONTROL <br />CODE 0 <br />(111) <br />PIER PROTECTION- <br />CODE <br />(39) <br />NAVIGATION VERTICAL CLEARANCE <br />0.0 M <br />(116) <br />VERT-LIFT BRIDGE NAV MIN VERT CLEAR <br />M <br />(40) <br />NAVIGATION HORIZONTAL CLEARANCE <br />0.0 M <br />SUFFICIENCY RATING = 66.4 <br />PAINT CONDITION INDEX = N/A <br />+++++++++++++ CLASSIFICATION ************+ <br />CODE <br />(112) <br />NBIS BRIDGE LENGTH- YES <br />Y <br />(104) <br />HIGHWAY SYSTEM- NOT ON NHS <br />0 <br />(26) <br />FUNCTIONAL CLASS- MINOR COLLECTOR RURAL <br />08 <br />(100) <br />DEFENSE HIGHWAY- NOT STRAHNET <br />0 <br />(101) <br />PARALLEL STRUCTURE- NONE EXISTS <br />N <br />(102) <br />DIRECTION OF TRAFFIC- 2 WAY <br />2 <br />(103). <br />TEMPORARY STRUCTURE- <br />5) <br />FE➢.LANDS HWY- NOT APPLICABLE <br />0 <br />(110) <br />DESIGNATE➢ NATIONAL NETWORK - NOT ON NET <br />0 <br />(20) <br />TOLL- ON FREE ROAD <br />3 <br />(21) <br />MAINTAIN- COUNTY HIGHWAY AGENCY <br />02 <br />(22) <br />OWNER- COUNTY HIGHWAY AGENCY <br />02 <br />(37) <br />HISTORICAL SIGNIFICANCE- NOT ELIGIBLE <br />5 <br />xxxxxxxxxx+++xxx CONDITION +++xxxxxxxx+xx++ CODE <br />58) DECK 7 <br />(59) SUPERSTRUCTURE 7 <br />(60) SUBSTRUCTURE 5 <br />(61) CHANNEL & CHANNEL PROTECTION 7 <br />(62) CULVERTS N <br />********* LOAD RATING AND POSTING ********* CODE <br />(31) <br />DESIGN LOAD- UNKNOWN <br />0 <br />(63) <br />OPERATING RATING METHOD- FIELD fiVAL/ENG <br />JUD <br />0 <br />(84) <br />OPERATING RATING- <br />28.8 <br />(65) <br />INVENTORY RATING METHOD- FIELD EVAL/ENG <br />JUL <br />0 <br />(66) <br />INVENTORY RATING- <br />17.2 <br />(70) <br />BRIDGE POSTING- EQUAL TO OR ABOVE LEGAL LOADS <br />5 <br />(41) <br />STRUCTURE OPEN, POSTED OR CLOSED- <br />A <br />DESCRIPTION- OPEN, NO RESTRICTION <br />++++++*+++++++rx APPRAISAL ***+xx+++++++++ <br />CODE <br />(67) <br />STRUCTURAL HVALUATION <br />4 <br />(68) <br />DECK GEOMETRY <br />6 <br />(69) <br />UNDERCLEARANCES, VERTICAL & HORIZONTAL <br />N <br />(71) <br />WATER ADEQUACY <br />6 <br />(72) <br />APPROACH ROADWAY ALIGNMENT <br />6 <br />(36) <br />TRAFFIC SAFETY FEATURES <br />1000 <br />(113) <br />SCOUR CRITICAL BRIDGES <br />8 <br />********** PROPOSED IMPROVEMEPITS ********** <br />(75) <br />TYPE OF WORK- CODE <br />(76) <br />LENGTH OF STRUCTURE IMPROVEMENT <br />M <br />(94) <br />BRIDGE IMPROVEMENT COST <br />(95) <br />ROADWAY IMPROVEMENT COST <br />(96) <br />TOTAL PROJECT COST <br />(97) <br />YEAR OF IMPROVEMENT COST ESTIMATE <br />(114) <br />FUTURE ADT <br />536 <br />(115) <br />YEAR OF FUTURE ADT <br />2036 <br />x xxxx+xxxx+++x* INSPECTIONS rxxxxxxxxxxxx++ <br />(90) <br />INSPECTION DATE 01/20 (91) FREQUENCY 24 <br />MO <br />(92) <br />CRITICAL FEATURE INSPECTION: (93) CFI DATE <br />A) <br />FRACTURE GRIT DETAIL- NO MO A) <br />B) <br />UNDERWATER INSP- NO MO B) <br />C) <br />OTHER SPECIAL INSP- NO MO C) <br />Printed on: Tuesday 02/18/2020 11:19 AM 29CO278/AAAKJ58108 <br />