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.
'Banana River ' (1) ·
'BOYNTON CANAL ' (1) ·
'Canoe Creek ' (1) ·
'E-2W CANAL ' (1) ·
'E3-canal ' (1) ·
'East Indian River Relief' (1) ·
'I 95 SR 9 ' (1) ·
'ICWW ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'Loxahatchee Slough ' (1) ·
'SR-91 N/S TPK ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'West Indian River Relief' (1)
'East Island Access' (1) ·
'EB SR-710 ' (1) ·
'EB US 98 SR 80 ' (1) ·
'Melaleuca Lane ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'Spanish River Blvd' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'WB SR-710 ' (1) ·
'WB US 98 SR 80 ' (1) ·
'West Island Access' (1)
700219 (1) ·
700220 (1) ·
890148 (1) ·
890149 (1) ·
890150 (1) ·
930461 (1) ·
930462 (1) ·
930510 (1) ·
930535 (1) ·
930536 (1) ·
930539 (1) ·
931007 (1) ·
931008 (1) ·
931009 (1) ·
931010 (1) ·
931011 (1) ·
934361 (1) ·
935223 (1)
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.3Mi E of Military Trail' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-710 TPK Interchange ' (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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