Drilldown: bridge data
From Indian River Lagoon Project
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'C-51 Canal ' (1) ·
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'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
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'LWDD LATERAL 30 CANAL ' (1) ·
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'Northlake Blvd. WB ' (1) ·
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'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91 Turnpike ' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1)
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
'CONGRESS AVE NB ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'E/B Atlantic Ave. ' (1) ·
'EB Okee. Blvd. ' (1) ·
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'Haverhill Rd ' (1) ·
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'NB US-27 SR-25 ' (1) ·
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'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'SB I 95 to Lantana' (1) ·
'SB US-27 SR-25 ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'SW 23RD AVE. ' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1) ·
'WB Okee. Blvd. ' (1)
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'0.9 MILES WEST OF TPK ' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.9 Mile E of US441 ' (1) ·
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'1MI N. of CLINT MOORE RD.' (1) ·
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'2MI E of SR-7 US-441 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Just West of I 95 ' (1) ·
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'Over I 95 1 mi S of SR804' (1) ·
'Palm Beach - Broward Line' (1) ·
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'SR-704 Over SR-91 ' (1)
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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)
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