Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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'Belcher Canal (C-25) ' (1) ·
'C-18 Canal ' (1) ·
'CANAL E-84 ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'Deep Creek ' (1) ·
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'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'Miami Canal L-25 ' (1) ·
'Middle Haw Creek ' (1) ·
'N Fork Loxahatchee River' (1) ·
'North Relief Canal ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-3 ' (1) ·
'SR-91 N/S TPK ' (1) ·
'St. Johns River Relief ' (1) ·
'Sykes Creek ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek ' (1)
'20TH AVENUE ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'Briar Creek Blvd. ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'DARWIN BLVD ' (1) ·
'EB SR-710 ' (1) ·
'NB SR-615 ' (1) ·
'Pioneer Trail ' (1) ·
'SB SR- 615 ' (1) ·
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'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-415 ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 (SR-5) NB ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
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'US-27/SR-80 SB ' (1) ·
'WB SR-710 ' (1)
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'.2MI S of LINDELL BLVD ' (1) ·
'0.15 mi East of Bay Drive' (1) ·
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'0.6 mi S of Pt Malabar Bl' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'At John Stretch Park ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'SR-40 - Middle Haw Creek ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'SR-528 EB - Sykes Creek ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB - Sykes Creek ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1)
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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)
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)
Showing below up to 32 results in range #1 to #32.