Drilldown: bridge data
From Indian River Lagoon Project
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13813 (1) ·
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'Bear Wildlife Crossing ' (1) ·
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'LWDD E-3 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'Misner Branch ' (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) ·
'EB Lake Worth Rd. ' (1) ·
'HORSESHOE POINT RD' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Jog Road ' (1) ·
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'Main Trail ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'Northlake Blvd. EB' (1) ·
'Oak Lea Drive ' (1) ·
'PALMETTO PK RD ' (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) ·
'SR-656 (17th St.) ' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
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'.21 E of Minton Rd. ' (1) ·
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'03 mi N of SR 706 ' (1) ·
'1 Mile East of Jog Rd. ' (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) ·
'2.2MI S OF SR-80 ' (1) ·
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'ADJ W SIDE MILITARY TRAIL' (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) ·
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'SR 400 WB over Deer Wildl' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
Over Fellsmere Canal (1)
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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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 29 results in range #1 to #29.
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