Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'Becker Rd. ' (1) ·
'COLUMBUS DR. ' (1) ·
'DUNN ROAD ' (1) ·
'KESTOR DR ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'PEACHTREE BLVD. ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'Port St. Lucie Bld' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'ST LUCIE W BLVD EB' (1) ·
'UNDALLO RD ' (1) ·
'WESTMORELAND BLVD ' (1)
940142 (1) ·
941001 (1) ·
944011 (1) ·
944012 (1) ·
945250 (1) ·
945251 (1) ·
945264 (1) ·
945265 (1) ·
945266 (1) ·
945267 (1) ·
945269 (1) ·
945270 (1) ·
945271 (1) ·
945272 (1) ·
949902 (1)
'0.1MI W OF BAYSHORE BLVD ' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.2MI. W of NW STJAMES DR' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'Port St Lucie / FL TPK. ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
Showing below up to 15 results in range #1 to #15.