Drilldown: bridge data
From Indian River Lagoon Project
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'Banana River ' (1) ·
'Cypress Creek ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR-514 ' (1) ·
'SR-68 ' (1) ·
'W.P.B. Canal (C-51) ' (1)
'Citrus Blvd ' (1) ·
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'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
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'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-520 ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR510 Wabasso Road' (1) ·
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700129 (1) ·
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790159 (1) ·
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880050 (1) ·
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890116 (1) ·
930373 (1) ·
930375 (1) ·
930434 (1) ·
930519 (1) ·
940096 (1) ·
940097 (1)
'.75 miles South of SR-882' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.7 miles North of SR 706' (1) ·
'2.5 miles North of SR-706' (1) ·
'At Exit 76 ' (1) ·
'Citrus Blvd - I-95 ' (1) ·
'I-95 - SR-514 ' (1) ·
'Just North of SR70 on I95' (1) ·
'SR-520 - Banana River ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 SB-Spruce Creek ' (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) ·
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)
111908 (1) ·
131860 (1) ·
1735 (1) ·
22989 (1) ·
23076 (1) ·
369555 (1) ·
39905 (1) ·
45978 (1) ·
47280 (1) ·
50848 (1) ·
6246 (1) ·
70268 (1)
Showing below up to 16 results in range #1 to #16.
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