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3 of 3 <br />TRUCTURE INVENTORY AND APPRAISAL REPORT <br />IDENTIFICATION <br />kli <br />STATE NAME- CALIFORNIA <br />069 <br />(8) <br />STRUCTURE NUMBER <br />29CO177 <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- 8 ER S LITTLEJOHNS CREEK <br />(7) <br />FACILITY CARRIED- MARIPOSA ROAD <br />(9) <br />LOCATION- 0.8 MI N1W <br />WAGNER RD <br />(11) <br />MILEPOINT/KILOMETERPOINT <br />0 <br />(12) <br />13ASE HIGHWAY NETWORK- NOT ON NET <br />0 <br />(13) <br />LRS INVENTORY ROUTE SUBROUTE <br />(16) <br />LATITUDE 37 DEG 53 MIN 16.6 SEC <br />(17) <br />LONGITUDE 121 DEG 06 MIN <br />18.79 SEC <br />(98) <br />BORDER BRIDGE STATE CODE t SHARE <br />(99) <br />BORDER 13RIDGE STRUCTURE NUM13ER <br />******** STRUCTURE TYPE AND MATERIAL <br />(43) <br />STRUCTURE TYPE MAIN:KATERIAL- CONCRETE CONT <br />TYPE- SLAB CODE 201 <br />(44) <br />STRUCTURE TYPE APPR:MATERIAL- <br />OTHER/HA <br />TYPE- OTHER/NA CODE 000 <br />(45) <br />NUMBER OF SPANS IN MAIN UNIT <br />3 <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 <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 <br />(27) <br />YEAR BUILT <br />1934 <br />(106) <br />YEAR RECONSTRUCTED <br />1971 <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 />4995 <br />(30) <br />YEAR OF ADT 2011 (109) TRUCK ADT 10 t <br />(19) <br />BYPASS, DETOUR LENGTH <br />la KM <br />GEOMETRIC DATA <br />(4B) <br />LENGTH OF MAXIMUM SPAN <br />5.0 M <br />(49) <br />STRUCTURE LENGTH <br />15.5 m <br />(50) <br />CURB OR SIDEWALK: LEFT 0.0 M RIGHT 0.0 M <br />(51) <br />BRIDGE ROADWAY WIDTH CURB TO CURB <br />12,4 M <br />(52) <br />DECK WIDTH OUT TO OUT <br />13,0 m <br />(32) <br />APPROACH ROADWAY WIDTH (W/SHOULDERS) <br />12,4 M <br />(33) <br />BRIDGE MEDIAN- NO MEDIAN <br />0 <br />(34) <br />SKEW 0 DEG (35) STRUCTURE FLARED <br />NO <br />(10) <br />INVENTORY ROUTE MIN VERT CLEAR <br />99,99 M <br />(47) <br />INVENTORY ROUTE TOTAL HORIZ CLEAR <br />12.4 M <br />(53) <br />MIN VERT CLEAR OVER BRIDGE RDWY <br />99.99 m <br />(54) <br />KIN 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 <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 XAV MIN VERT CLEAR <br />m <br />(40) <br />NAVIGATION HORIZONTAL CLEARANCE <br />0.0 m <br />FICIENCY RATING = 97,7 <br />NT CONDITION INDEX N/A <br />2) <br />N13IS BRIDGE LENGTH- YES <br />Y <br />4) <br />HIGHWAY SYSTEM- NOT ON NEE <br />0 <br />6) <br />FUNCTIONAL CLASS- MAJOR COLLECTOR RURAL <br />07 <br />0) <br />DEFENSE HIGHWAY- NOT STRAHNET <br />0 <br />1) <br />PARALLEL STRUCTURE- NONE EXISTS <br />N <br />2) <br />DIRECTION OF TRAFFIC- 2 WAY <br />2 <br />3) <br />TEMPORARY STRUCTURE- <br />5) <br />FED.LANDS HWY- NOT APPLICABLE <br />0 <br />0) <br />DESIGNATED NATIONAL NETWORK - NOT ON NET <br />0 <br />0) <br />TOLL- ON FREE ROAD <br />3 <br />1) <br />MAINTAIN- COUNTY HIGHWAY AGENCY <br />02 <br />2) <br />OWNER- COUNTY HIGHWAY AGENCY <br />02 <br />7) <br />HISTORICAL SIGNIFICANCE- NOT ELIGIBLE <br />5 <br />CK 7 <br />********* LOAD RATING AND POSTING CODE <br />SUPERSTRUCTURE <br />7 <br />SU13STRUCTURE <br />7 <br />CHANNEL & CHANNEL PROTECTION <br />7 <br />CULVERTS <br />N <br />ION LOAD- MS-18 OR HS-20 5 <br />PROPOSED IMPROVEMENTS <br />51 TYPE OF WORK CODE <br />4) <br />OPERATING RATING- <br />54.1 <br />5) <br />INVENTORY RATING METHOD- LOAD FACTOR <br />1 <br />6) <br />INVENTORY RATING- <br />33,0 <br />0) <br />BRIDGE POSTING- EQUAL TO OR A13OVE LEGAL <br />LOADS 5 <br />1) <br />STRUCTURE OPEN, POSTED OR CLOSED- <br />A <br />DESCRIPTION- OPEN, NO RESTRICTION <br />APPRAISAL <br />CODE <br />7) <br />STRUCTURAL EVALUATION <br />7 <br />8) <br />DECK GEOMETRY <br />6 <br />9) <br />UNDERCLEARANCES, VERTICAL 6c HORIZONTAL <br />N <br />1) <br />WATER ADEQUACY <br />8 <br />2) <br />APPROACH ROADWAY ALIGNMENT <br />a <br />6) <br />TRAFFIC SAFETY FEATURES <br />lill <br />3) <br />SCOUR CRITICAL BRIDGES <br />8 <br />INSPECTIONS <br />0) INSPECTION DATE 01/21 (91) FREQUENCY 48 NO <br />6) <br />LENGTH OF STRUCTURE <br />IMPROVEMENT m <br />4) <br />BRIDGE IMPROVEMENT COST <br />5) <br />ROADWAY IMPROVEMENT <br />COST <br />6) <br />TOTAL PROJECT COST <br />7) <br />YEAR OF IMPROVE14ENT <br />COST ESTIMATE <br />4) <br />FUTURE ADT <br />8550 <br />5) <br />YEAR OF FUTURE ADT <br />2038 <br />FRACTURE CHIT DETAIL- NO NO A) <br />UNDERWATER INSP- NO No B) <br />OTHER SPECIAL INSP- <br />NO <br />MO <br />C) <br />