Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'Banana River ' (1) ·
'East Indian River Relief' (1) ·
'Holly Drive ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'ICWW ' (1) ·
'Indian River ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'Loxahatchee Slough ' (1) ·
'SR-40 ' (1) ·
'St. Johns River ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'Turnbull Creek ' (1) ·
'West Indian River Relief' (1)
'East Island Access' (1) ·
'EB SR-710 ' (1) ·
'EB US 98 SR 80 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'SR-44 EB ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 ' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'US-1 SB ' (1) ·
'WB SR-710 ' (1) ·
'WB US 98 SR 80 ' (1) ·
'West Island Access' (1)
700217 (1) ·
700219 (1) ·
700220 (1) ·
700221 (1) ·
790189 (1) ·
790193 (1) ·
790217 (1) ·
890148 (1) ·
890149 (1) ·
890150 (1) ·
930461 (1) ·
930462 (1) ·
930510 (1) ·
930517 (1) ·
930524 (1) ·
930535 (1) ·
930536 (1) ·
930539 (1)
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'I-95 over SR-40 ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-44 EB - I-4 ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-520 EB-St. Johns River' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'West of Ernest Lyons Bri.' (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 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)
Showing below up to 18 results in range #1 to #18.
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