Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'CR-3 ' (1) ·
'FELLSMERE CANAL ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'George King Blvd ' (1) ·
'Halifax River IWW ' (1) ·
'I-95 ' (1) ·
'MANATEE POCKET ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Palm Beach Lake Blvd ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'SR 70 ' (1) ·
'SR-524 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-76 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
George King Blvd (1)
'COUNTY RD 507 ' (1) ·
'Emerson Drive ' (1) ·
'HORSESHOE POINT RD' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'NB I 95 SR9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'Pineda Causeway ' (1) ·
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'SB I 95 SR 9 ' (1) ·
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'SR 91 TPK SB 153.2' (1) ·
'SR A1A ' (1) ·
'SR-40 ' (1) ·
'SR-404 EB ' (1) ·
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SR-A1A SB (1)
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'.25mi W OF I-95 ' (1) ·
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'0.25 Mile N of Center St.' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1 mile North of SR 704 ' (1) ·
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'2.6 MI S of Wickham Rd. ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'I 95 SR706 interchange ' (1) ·
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'I-95 SB - SR-524 ' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'South of St Lucie Canal ' (1) ·
'South of St. Lucie Canal ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-A1A - George King Blvd' (1) ·
SR-A1A SB- George King (1)
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81030614 (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 23 results in range #1 to #23.
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