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STRUCTURE INVENTORY AND APPRAISAL REPORT <br />Page 4 of 4 <br />xxxxxxxxx+++++++ IDENTIFICATION ******x*****x+x <br />(1) <br />STATE NAME- CALIFORNIA <br />069 <br />(8) <br />STRUCTURE NUMBER <br />29C0184 <br />(5) <br />INVENTORY ROUTE(ON/UNDER)- ON <br />140000000 <br />(2) <br />HIGHWAY AGENCY DISTRICT <br />10 <br />(3) <br />COUNTY CODE 077 (4) PLACE CODE 00000 <br />(6) <br />FEATURE INTERSECTED- CORRAL HOLLOW CREEK <br />(7) <br />FACILITY CARRIED- CORRAL HOLLOW RD <br />(9) <br />LOCATION- 0.9 MI <br />SW OF I-580 <br />(11) <br />MILEPOINT/KILOMETERPOINT <br />0 <br />(12) <br />EASE HIGHWAY NETWORK- NOT ON NET <br />0 <br />(13) <br />LEE INVENTORY ROUTE & SUBROUTE <br />(16) <br />LATITUDE 37 DEG 39 MIN 46,15 SEC <br />(17) <br />LONGITUDE 121 DEG 26 MIN 06,79 SEC <br />(98) <br />BORDER BRIDGE STATE CODE t SHARE 4 <br />(99) <br />BORDER BRIDGE STRUCTURE NUMBER <br />******** STRUCTURE TYPE AND MATERIAL <br />********* <br />(43) <br />STRUCTURE TYPE MAIN:MATERIAL- CONCRETE CONT <br />TYPE- CULVERT <br />CODE 219 <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 />4 <br />(46) <br />NUMBER OF APPROACH SPANS <br />0 <br />(107) <br />DECK STRUCTURE TYPE- NOT APPLICABLE CODE N <br />(108) <br />WEARING SURFACE / PROTECTIVE SYSTEM: <br />A) <br />TYPE OF WEARING SURFACE- NOT APPLICABLECODE <br />N <br />B) <br />TYPE OF MEMBRANE- NOT APPLICABLE <br />CODE N <br />C) <br />TYPE OF DECK PROTECTION- NOT APPLICAELECO➢E <br />N <br />x++xxxx+xxx++++ AGE AND SERVICE +++++++++xx+xxx <br />(27) <br />YEAR BUILT <br />1959 <br />(106) <br />YEAR RECONSTRUCTED <br />0000 <br />(42) <br />TYPE OF SERVICE: ON- HIGHWAY <br />1 <br />UNDER- WATERWAY <br />5 <br />(28) <br />LANES:ON STRUCTURE 02 UNDER STRUCTURE <br />00 <br />(29) <br />AVERAGE DAILY TRAFFIC <br />1006 <br />(30) <br />YEAR OF ADT 2013 (109) TRUCK <br />ADT 5 % <br />(19) <br />BYPASS, DETOUR LENGTH <br />56 KM <br />x xxxxxxxxx+++++ GEOMETRIC DATA *x++xxxxxxxxxxxx <br />(48) <br />LENGTH OF MAXIMUM SPAN <br />3.9 M <br />(49) <br />STRUCTURE LENGTH <br />15.8 M <br />(50) <br />CURB OR SIDEWALK: LEFT 0.0 M <br />RIGHT 0.0 M <br />(51) <br />BRIDGE ROADWAY WIDTH CURB TO CURB <br />9.6 M <br />(52) <br />DECK WIDTH OUT TO OUT <br />9.8 M <br />(32) <br />APPROACH ROADWAY WIDTH (W/SHOULDERS) <br />9.3 M <br />(33) <br />BRIDGE MEDIAN- NO MEDIAN <br />0 <br />(34) <br />SKEW 0 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 />9.6 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 ONDERCLEAR RT REF- NOT H/RR <br />0.0 M <br />(56) <br />MIN LAT UNDERCLEAR LT <br />0.0 M <br />++xxx+xxxxxxxxx NAVIGATION DATA *+++*xxxxxx+xx+ <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 N V MIN VERT CLEAR <br />M <br />(40) <br />NAVIGATION HORIZONTAL CLEARANCE <br />0.0 M <br />***++xx+xxxxxxxxx+*+**xx++x+xxxxxxxxxxxxxxxx*** <br />SUFFICIENCY RATING = 92.0 <br />PAINT CONDITION INDEX = NIA <br />*+++xx+xxxxxx CLASSIFICATION ************+ <br />CODE <br />(112) <br />WEIS BRIDGE LENGTH- YES <br />Y <br />(104) <br />HIGHWAY SYSTEM- NOT ON NHS <br />0 <br />(26) <br />FUNCTIONAL CLASS- MAJOR COLLECTOR RURAL <br />07 <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 />FED.LANDS HWY- NOT APPLICABLE <br />0 <br />(110) <br />DESIGNATED 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 />**+xxxxxx*xxxxxx CONDITION ***x+++**+*++*++ CODE <br />(58) DECK N <br />(59) SUPERSTRUCTURE N <br />(60) SU13STRUCTURE N <br />(61) CHANNEL & CHANNEL PROTECTION 6 <br />(62) CULVERTS 6 <br />********* LOAD RATING AND POSTING ********* CODE <br />(31) <br />DESIGN LOAD- UNKNOWN <br />0 <br />(63) <br />OPERATING RATING METHOD- FIELD EVAL/ENG <br />JUD <br />0 <br />(64) <br />OPERATING RATING- <br />54.1 <br />(65) <br />INVENTORY RATING METHOD- FIELD EVAL/ENG <br />JUI <br />0 <br />(66) <br />INVENTORY RATING- <br />32.4 <br />(70) <br />BRIDGE POSTING- EQUAL TO OR ABOVE LEGAL LOADS <br />5 <br />(91) <br />STRUCTURE OPEN, POSTED OR CLOSED- <br />A <br />DESCRIPTION- OPEN, NO RESTRICTION <br />xxxxxx*++*+xxxxx APPRAISAL *+x+xxx xxxxxxxxx CODE <br />(67) STRUCTURAL EVALUATION 6 <br />(68) DECK GEOMETRY 5 <br />(69) UNDERCLEARANCES, VERTICAL & HORIZONTAL N <br />(71) WATER ADEQUACY 7 <br />(72) APPROACH ROADWAY ALIGNMENT 6 <br />(36) TRAFFIC SAFETY FEATURES 0000 <br />(113) SCOUR CRITICAL BRI➢GES 8 <br />********** PROPOSED IMPROVEMENTS ********** <br />(75) <br />TYPE OF WORK- <br />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 />4020 <br />(115) <br />YEAR OF FUTURE ADT <br />2040 <br />xxxxxx*x*xx+xxx INSPECTIONS ****xxxxxxxx+xx <br />(90) <br />INSPECTION DATE 06/20 (91) FREQUENCY 48 MO <br />(92) <br />CRITICAL FEATURE INSPECTION: <br />(93) CFI DATE <br />A) <br />FRACTURE CRIT DETAIL- NO MO <br />A) <br />B) <br />UNDERWATER INSP- NO MO <br />8) <br />C) <br />OTHER SPECIAL INSP- NO MO <br />C) <br />Printed on: Thursday 07/16/2020 07:38 AM 29C0184/AAAI/61134 <br />