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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Use the filters below to narrow your results.
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19632 (1)
'Banana River ' (1) ·
'Banana River Relief ' (1) ·
'C-24 CANAL ' (1) ·
'CANAL ' (1) ·
'I-4 EB Ramp B ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'JOANN CANAL ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Sebastian Inlet ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SR 91 TPK ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1) ·
INDIAN RIVER (1)
'4TH STREET ' (1) ·
'74TH AVE. ' (1) ·
'90TH AVE ' (1) ·
'CARLTON RD (CR613)' (1) ·
'CARTER RD. ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'CR712A (MCCARTY RD' (1) ·
'E. CAMINO REAL ' (1) ·
'I-4 WB ' (1) ·
'KEEN RD (CR-611) ' (1) ·
'Old Dixie Hwy. ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'SR-528 ' (1) ·
'SR-A1A ' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 NB ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
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940050 (1)
'0.2MI S OF EDWARDS RD ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.5MI S of CR-608 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI W OF CR-615 ' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
KENNEDY SPACE CENTER (1)
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81051074 (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 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) ·
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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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 29 results in range #1 to #29.