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STRUCTURE INVENTORY AND APPRAISAL REPORT <br />Page 5 of 5 <br />+++++++*++++++++ IDENTIFICATION **++++++*++++++ <br />(1) <br />STATE NAME- CALIFORNIA <br />069 <br />(8) <br />STRUCTURE NUMBER <br />29C0413 <br />(5) <br />INVENTORY ROUTE(ON/UNDER)- ON <br />14600000 <br />(2) <br />HIGHWAY AGENCY DISTRICT <br />10 <br />(3) <br />COUNTY CODE 077 (4) PLACE CODE 00000 <br />(6) <br />FEATURE INTERSECTED- <br />BEAR CREEK <br />(7) <br />FACILITY CARRIED- <br />SOLLEA ROAD <br />(9) <br />LOCATION- NEAR CALAVERAS CO LINE <br />(11) <br />MILEPOINT/KILOMETERPOINT <br />0 <br />(12) <br />BASE HIGHWAY NETWORK- NOT ON NET <br />0 <br />(13) <br />LRS INVENTORY ROUTE & SUBROUTE <br />(16) <br />LATITU➢E 38 DEG 11 MIN 36,09 SEC <br />(17) <br />LONGITUDE 120 DEG 58 MIN 57.39 SEC <br />(98) <br />BORDER BRIDGE STATE CODE g SHARE <br />(99) <br />BORDER BRIDGE STRUCTURE NUMBER <br />******** STRUCTURE TYPE AND MATERIAL <br />********* <br />(43) <br />STRUCTURE TYPE MAIN:MATERIAL- <br />STEEL <br />TYPE- GIRDER & FLOORBEAM SYSTEM <br />CODE 303 <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- CORRUGATED STEEL CODE 6 <br />(108) <br />WEARING SURFACE / PROTECTIVE SYSTEM: <br />A) <br />TYPE OF WEARING SURFACE- BITUMINOUS <br />CODE 6 <br />B) <br />TYPE OF MEMBRANE- NONE <br />CODE 0 <br />C) <br />TYPE OF DECK PROTECTION- NONE <br />CODE 0 <br />+++++++++++++++ AGE AND SERVICE ++x+x+xxx+xxx*x <br />(27) <br />YEAR BUILT <br />1997 <br />(106) <br />YEAR RECONSTRUCTED <br />0000 <br />(42) <br />TYPE OF SERVICE: ON- HIGHWAY -PEDESTRIAN 5 <br />UNDER- WATERWAY <br />5 <br />(28) <br />LANES:ON STRUCTURE 02 UNDER STRUCTURE 00 <br />(29) <br />AVERAGE DAILY TRAFFIC <br />26 <br />(30) <br />YEAR OF ADT 2013 (109) TRUCK <br />A➢T 5 6' <br />(19) <br />BYPASS, DETOUR LENGTH <br />199 KM <br />*************** GEOMETRIC DATA ****++++x+++++++ <br />(48) <br />LENGTH OF MAXIMUM SPAN <br />16.4 M <br />(49) <br />STRUCTURE LENGTH <br />17.2 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 />5.9 M <br />(52) <br />DECK WIDTH OUT TO OUT <br />5.9 M <br />(32) <br />APPROACH ROADWAY WIDTH (W/SHOULDERS) <br />7.5 M <br />(33) <br />BRIDGE MEDIAN- NO MEDIAN <br />0 <br />(34) <br />SKEW 0 DEG (35) STRUCTURE FLARE➢ NO <br />(10) <br />INVENTORY ROUTE MIN VERT CLEAR <br />99.99 M <br />(47) <br />INVENTORY ROUTE TOTAL HORIZ CLEAR <br />5.9 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 />*************** NAVIGATION DATA ***+++++++xx++x <br />(38) <br />NAVIGATION CONTROL- NOT APPLICABLE CODE N <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 />x+x++x+++++*x+++*x+x+x*+++xxxxxxxx xxxxxxxxxxxxx <br />SIIPFICIENCY RATING = 49.3 <br />PAINT CONDITION INDEX = 33.0 <br />xx*******+xx+ CLASSIFICATION *+***xx**+x** CODE <br />(112.) <br />NBIS BRIDGE LENGTH- YES <br />Y <br />(104) <br />HIGHWAY SYSTEM- NOT ON NHS <br />0 <br />(261 <br />FUNCTIONAL CLASS- LOCAL RURAL <br />09 <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 />S) <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 />x++++++++++++++* CONDITION ************xxx+ CO➢E <br />(58) <br />DECK <br />5 <br />(59) <br />SUPERSTRUCTURE <br />5 <br />(60) <br />SUBSTRUCTURE <br />7 <br />(61) <br />CHANNEL & CHANNEL PROTECTION <br />6 <br />(62) <br />CULVERTS <br />N <br />********* LOAD RATING AND <br />POSTING ********* CODE <br />(31) <br />DESIGN LOAD- UNKNOWN <br />0 <br />(63) <br />OPERATING RATING METHOD- <br />LOAD FACTOR <br />1 <br />(64) <br />OPERATING RATING- <br />26.9 <br />(65) <br />INVENTORY RATING METHOD- <br />LOAD FACTOR <br />1 <br />(66) <br />INVENTORY RATING- <br />16.2 <br />(70) <br />BRIDGE POSTING- EQUAL TO <br />OR ABOVE LEGAL <br />LOADS <br />5 <br />(41) <br />STRUCTURE OPEN, POSTED OR <br />CLOSED- <br />A <br />DESCRIPTION- OPEN, NO RESTRICTION <br />+**++++x++++*+++ APPRAISAL +xx*xxxxxxxxxx+x CODE <br />(67) STRUCTURAL EVALUATION 5 <br />(68) DECK GEOMETRY 4 <br />(69) UNDERCLEARANCES, VERTICAL & HORIZONTAL N <br />(71) WATER ADEQUACY 5 <br />(72) APPROACH ROADWAY ALIGNMENT 4 <br />(36) TRAFFIC SAFETY FEATURES 1000 <br />(113) SCOUR CRITICAL BRIDGES U <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 />43 <br />(115) <br />YEAR OF FUTURE ADT <br />2038 <br />*************** INSPECTIONS **+++++++++++x+ <br />(90) <br />INSPECTION DATE 01/20 (91) FREQUENCY <br />24 MO <br />(92) <br />CRITICAL FEATURE INSPECTION: <br />(93) <br />CFI DATE <br />A) <br />FRACTURE CHIT DETAIL- YES 24 MO <br />A) <br />01/20 <br />B) <br />UNDERWATER INSP- NO MO <br />B) <br />C) <br />OTHER SPECIAL INSP- NO NO <br />C) <br />Printed on: Wednesday 03/04 /2020 08:15 AM 29C0413/AAAM/57893 <br />