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.
'E-2W Canal ' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'Platt Ranch Access Road ' (1) ·
'SR 60 ' (1) ·
'SR-91 (FL TURNPIKE) ' (1)
'Bellevue Avenue ' (1) ·
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
'Dunn Avenue ' (1) ·
'E/B Atlantic Ave. ' (1) ·
'Loxahatchee Slough' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-406 ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'ST LUCIE W BLVD EB' (1) ·
'St. Johns Heritage' (1) ·
'SW 23RD AVE. ' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1)
700227 (1) ·
704190 (1) ·
790241 (1) ·
794189 (1) ·
880102 (1) ·
930302 (1) ·
930370 (1) ·
930437 (1) ·
930512 (1) ·
930513 (1) ·
934167 (1) ·
934967 (1) ·
934969 (1) ·
949902 (1)
'0.1MI W OF BAYSHORE BLVD ' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.9 Mile E of US441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'2.9 Miles South of US-192' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Bellevue Avenue over I-95' (1) ·
'I-95 over SR-60 ' (1) ·
'SR-406 over Indian River ' (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)
Showing below up to 14 results in range #1 to #14.
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