Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Relief ' (1) ·
'Banana River Relief East' (1) ·
'Barge Canal ' (1) ·
'BESSEY CREEK ' (1) ·
'Drainage Ditch ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'FECRR ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Indian River IWW ' (1) ·
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'Lake Washington Road ' (1) ·
'PHIPP CANAL ' (1) ·
'Sawgrass Creek ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR-518 ' (1) ·
'SR-524 ' (1) ·
'St. Lucie River ' (1) ·
'Turkey Creek ' (1) ·
INDIAN RIVER (1) ·
Indian River ICW (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
'Babcock St(CR-507)' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
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'SR-401 NB ' (1) ·
'SR-401 SB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-518 ' (1) ·
'SR-520 EB ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 SB TPK 134.32' (1) ·
'US-1 ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'Willowood Drive ' (1) ·
I-95 SB (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1) ·
SR-518 (1)
Number 008:
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Location 009:
'.21 E of Minton Rd. ' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'At Lake Washington Rd ' (1) ·
'Babcock Street over I-95 ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'I-95 NB SR-518 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
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'SR-401 NB - Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-528 WB - Indian River ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'US-1 - FECRR ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
'US-192 WB-Indian River ' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
I-95 SB -Lk Washington Rd (1) ·
KENNEDY SPACE CENTER (1) ·
SR-518 over Indian River (1)
Latitude 016:
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Longitude 017:
80142789 (1) ·
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80180781 (1) ·
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80422180 (1) ·
80424100 (1) ·
80430520 (1) ·
80440519 (1) ·
80454983 (1) ·
80481590 (1) ·
80483851 (1) ·
80494830 (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) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Inspect Date 090:
Direction 102:
Rebuilt 106:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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) ·
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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