Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'Banana River ' (1) ·
'Banana River Drive ' (1) ·
'Banana River Relief ' (1) ·
'Canal C-54 ' (1) ·
'CR-515 & Indian River ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'HAULOVER CANAL ' (1) ·
'I-95 ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Nav. Banana River Canal ' (1) ·
'SR-401 ' (1) ·
'SR-528 ' (1) ·
'Sykes Creek ' (1) ·
I-95 (1) ·
INDIAN RIVER (1) ·
SR-401 (1)
'Babcock Street ' (1) ·
'Citrus Blvd ' (1) ·
'COURTENAY PARKWAY ' (1) ·
'Dairy Rd ' (1) ·
'Emerson Drive ' (1) ·
'Fountainhead Blvd.' (1) ·
'Fox Lake Rd. ' (1) ·
'Girard Blvd. ' (1) ·
'Jupiter Blvd. ' (1) ·
'Ranch Rd. ' (1) ·
'Richland Ave ' (1) ·
'SR-407 NB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
Grant Rd. (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1) ·
Overpass Ramp (1) ·
Valkaria Road (1)
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'.05 mi N of Indian Rvr Co' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
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'0.25 Mi. West of SR-405 ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'Citrus Blvd - I-95 ' (1) ·
'Dairy Rd - I-95 ' (1) ·
'Ranch Rd. - I-95 ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-528 EB - SR-401 ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - Sykes Creek ' (1) ·
0.7 Mile N of SR-528 (1) ·
1.3 Mi. East of CR-507 (1) ·
KENNEDY SPACE CENTER (1) ·
Valkaria Road and I-95 (1)
27492427 (1) ·
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80510496 (1) ·
80512802 (1) ·
80522877 (1)
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 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)
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 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)
Showing below up to 23 results in range #1 to #23.
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