Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15129 (1) ·
15137 (1) ·
15149 (1) ·
15163 (1) ·
15168 (1) ·
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16043 (1) ·
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19468 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BELCHER CANAL C-25 ' (1) ·
'C-24 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL-1 ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'CSX RR ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'FIVE MILE CREEK ' (1) ·
'Hillsboro Canal ' (1) ·
'JOANN CANAL ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'TEN MILE CREEK ' (1) ·
'TIDAL CANAL ' (1)
Critical 006b:
Facility 007:
'53RD STREET ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'CARLTON RD (CR613)' (1) ·
'CORAL DRIVE ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR-880 ' (1) ·
'CR603(JOHNSTON RD)' (1) ·
'CR611B(EDWARDS RD)' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'CR712A (MCCARTY RD' (1) ·
'E Gateway Blvd ' (1) ·
'GLADES CUTOFF ' (1) ·
'GORDY ROAD ' (1) ·
'HURON WAY ' (1) ·
'KEEN RD (CR-611) ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'Private Road ' (1) ·
'SHINN ROAD ' (1) ·
'SIMARA STREET ' (1) ·
'SW 22ND WAY ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'VENICE DRIVE ' (1)
Number 008:
880018 (1) ·
880044 (1) ·
880063 (1) ·
884019 (1) ·
884027 (1) ·
884028 (1) ·
884039 (1) ·
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944010 (1)
Location 009:
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.1MI W of US-98 / SR-441' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.5MI S of CR-608 ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI W OF CR-615 ' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200ft. W of A1A ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'3MI S of SR-70 ' (1) ·
'5.2MI S of CR-712 ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'CR-615 (66TH AVE.) ' (1)
Latitude 016:
26210580 (1) ·
26235789 (1) ·
26302557 (1) ·
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26315259 (1) ·
26330220 (1) ·
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27481770 (1)
Longitude 017:
80040020 (1) ·
80041485 (1) ·
80044341 (1) ·
80050093 (1) ·
80050590 (1) ·
80065384 (1) ·
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80251175 (1) ·
80265381 (1) ·
80271215 (1) ·
80274275 (1) ·
80282441 (1) ·
80284193 (1) ·
80285095 (1) ·
80291224 (1) ·
80294169 (1) ·
80294417 (1) ·
80301990 (1) ·
80324598 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
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) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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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