Drilldown: bridge data
From Indian River Lagoon Project
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'C. Stanley Weaver Canal ' (1) ·
'CANAL E-4 ' (1) ·
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'Lantana Road ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
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'LWDD LATERAL 14 CANAL ' (1) ·
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'LWDD LATERAL 32 CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'SR 710 and CSX RR ' (1) ·
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'SR-91 Turnpike ' (1) ·
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'Summit Boulevard ' (1)
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
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'DONALD ROSS RD EB ' (1) ·
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'E/B Atlantic Ave. ' (1) ·
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'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) ·
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'WB Okee. Blvd. ' (1)
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'0.2 MI S OF LAKE IDA ROAD' (1) ·
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'0.5Mi WEST OF CR-809 ' (1) ·
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'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.75 mile South of SR 708' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
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'0.8MI WEST OF US-1 ' (1) ·
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'1 Mile S of Boynton Inlet' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
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'1.9 Miles East of US-441 ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
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'2.1MI S LAKEWORTH INTERCH' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'Just West of I 95 ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'Over I 95 1 mi S of SR804' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR-704 Over SR-91 ' (1)
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85750 (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)
10584 (1) ·
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82412 (1)
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