Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'Bear Wildlife Crossing ' (1) ·
'C-54 Canal ' (1) ·
'Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer WIldlife Crossing ' (1) ·
'Fellsmere Canal ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lateral D Canal ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'Northlake Blvd. WB ' (1) ·
'Reed Canal ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'SWA Retention Canal ' (1) ·
Fellsmere Canal (1)
'CR-609 (82nd Ave.)' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Jog Road ' (1) ·
'Loxahatchee Slough' (1) ·
'NB SR 5 (US-1) ' (1) ·
'Northlake Blvd. EB' (1) ·
'Oak Lea Drive ' (1) ·
'S. Burnett Rd ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR A1A ' (1) ·
'SR-400 ' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
I-95 SB (1)
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934168 (1)
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'At Pluckebaum Rd ' (1) ·
'Buffer Preserve Drive ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'Over Fellsmere Canal ' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
Over Fellsmere Canal (1)
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81091400 (1) ·
81091401 (1) ·
81103100 (1) ·
81103200 (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 22 results in range #1 to #22.
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