Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
12175 (1) ·
12176 (1) ·
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12178 (1) ·
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13723 (1) ·
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16000 (1) ·
17912 (1) ·
19234 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'CANAL ' (1) ·
'CLEAR LAKE ' (1) ·
'COLLIER CREEK ' (1) ·
'CR-515 & Indian River ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Canal ' (1) ·
'E-1 Canal ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Halifax Canal ' (1) ·
'Halifax River IWW ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Ashby Canal ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'POPPELTON CREEK ' (1) ·
'Reed Canal ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR-3 ' (1) ·
'Sykes Creek ' (1) ·
'Tillman Canal ' (1) ·
'US-1 & FECRR ' (1)
Critical 006b:
Facility 007:
'6TH AVE SO. EB ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Aviation Ave. ' (1) ·
'BARBER STREET ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'Berry Avenue ' (1) ·
'CR714 PALM CITY RD' (1) ·
'EB Martin Downs Bd' (1) ·
'Eldron Blvd ' (1) ·
'FLEMING STREET ' (1) ·
'Fort Florida Road ' (1) ·
'Harrison Street ' (1) ·
'I-95 ' (1) ·
'Lake Ashby Road ' (1) ·
'MURPHY RD ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'Riverside Dr ' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SR-40 ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-808 (Glades Rd)' (1)
Number 008:
700108 (1) ·
700109 (1) ·
700110 (1) ·
700111 (1) ·
700112 (1) ·
705100 (1) ·
705907 (1) ·
705908 (1) ·
790132 (1) ·
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937361 (1) ·
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937707 (1)
Location 009:
'0.1 Mile S of CR-714 ' (1) ·
'0.1MI E of Riveredge Blvd' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.6MI W OF I-95 ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1/2MI S of US-1 ' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'200ft. East of SR-415 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-528 EB - Sykes Creek ' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'SR-808 at SR-7 Boca Raton' (1)
Latitude 016:
26220386 (1) ·
26363334 (1) ·
26430400 (1) ·
26430410 (1) ·
26435320 (1) ·
26435409 (1) ·
27093790 (1) ·
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29144556 (1) ·
29171420 (1)
Longitude 017:
80040030 (1) ·
80040084 (1) ·
80043925 (1) ·
80121129 (1) ·
80133989 (1) ·
80134000 (1) ·
80152526 (1) ·
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80175123 (1) ·
80250470 (1) ·
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80401484 (1) ·
80413925 (1) ·
80422075 (1) ·
80432415 (1) ·
80440519 (1) ·
80444559 (1) ·
80451035 (1) ·
81005885 (1) ·
81021145 (1) ·
81030614 (1) ·
81060951 (1) ·
81193011 (1) ·
81193143 (1) ·
81193156 (1) ·
81193290 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
Clearance 116:
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