Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Burns Road ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'IWW Halifax River ' (1) ·
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'M-1 CANAL ' (1) ·
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'PGA Blvd SR 786 ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
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Indian River ICW (1)
700184 (1) ·
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937367 (1)
'.25 mi East of I-95 ' (1) ·
'.25mi W OF I-95 ' (1) ·
'.2mi East of US-27 ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'1 mile North of SR 704 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'E Congress Ave & N SR 806' (1) ·
'I-95/SR 806 interchange ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-A1A over Halifax River' (1) ·
SR-518 over Indian River (1)
1000 (1) ·
101541 (1) ·
104500 (1) ·
106500 (1) ·
116000 (1) ·
16600 (1) ·
21500 (1) ·
30000 (1) ·
30500 (1) ·
35500 (1) ·
40500 (1) ·
85750 (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 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)
148776 (1) ·
1735 (1) ·
176174 (1) ·
181308 (1) ·
184778 (1) ·
201260 (1) ·
28801 (1) ·
37302 (1) ·
52050 (1) ·
52918 (1) ·
61592 (1) ·
70268 (1)
Showing below up to 17 results in range #1 to #17.
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