Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-23 CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'CSX RAILROAD ' (1) ·
'Daytona Canal ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'Halifax River ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-10 Canal ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Turnbull Creek ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'97 TH STREET ' (1) ·
'Ballough Street ' (1) ·
'BARBER STREET ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'COUNTY LINE RD ' (1) ·
'FLEMING STREET ' (1) ·
'Highbridge Road ' (1) ·
'LE CHALET BLVD ' (1) ·
'Levee Road ' (1) ·
'Main Street ' (1) ·
'MARINA BLVD. ' (1) ·
'MURPHY RD ' (1) ·
'NW 5TH STREET ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'Service Road ' (1) ·
'Turnbull Bay Road ' (1)
Number 008:
704048 (1) ·
794004 (1) ·
794022 (1) ·
794025 (1) ·
795000 (1) ·
884003 (1) ·
884053 (1) ·
884063 (1) ·
884064 (1) ·
885604 (1) ·
885605 (1) ·
894003 (1) ·
894019 (1) ·
894021 (1) ·
930030 (1) ·
930805 (1) ·
934302 (1) ·
934307 (1) ·
934487 (1) ·
934943 (1) ·
934944 (1) ·
935900 (1) ·
937709 (1)
Location 009:
'.3 mi South of Mason Ave ' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200ft. W of A1A ' (1) ·
'300FT East of CR-717 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'AT 141st ST ' (1)
Latitude 016:
26195136 (1) ·
26235789 (1) ·
26331032 (1) ·
26363334 (1) ·
26363379 (1) ·
26411885 (1) ·
26432857 (1) ·
26484825 (1) ·
26582879 (1) ·
26590684 (1) ·
27120310 (1) ·
27385877 (1) ·
27461915 (1) ·
27464527 (1) ·
27473810 (1) ·
27474990 (1) ·
27475995 (1) ·
28370440 (1) ·
29030413 (1) ·
29132317 (1) ·
29133119 (1) ·
29243110 (1)
Longitude 017:
80032393 (1) ·
80040020 (1) ·
80043911 (1) ·
80043925 (1) ·
80065384 (1) ·
80075125 (1) ·
80081246 (1) ·
80115706 (1) ·
80120923 (1) ·
80174285 (1) ·
80232401 (1) ·
80291127 (1) ·
80293742 (1) ·
80334956 (1) ·
80365044 (1) ·
80365155 (1) ·
80365186 (1) ·
80402235 (1) ·
80480991 (1) ·
80573537 (1) ·
81010394 (1) ·
81012374 (1) ·
81060320 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
N/A (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
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