Drilldown: bridge data
From Indian River Lagoon Project
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'C-17 CANAL ' (1) ·
'CANAL C-17 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'Earman River (C-17) ' (1) ·
'H-20 CANAL ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9)/CSXRR ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LAKE OSBOURNE ' (1) ·
'Lantana Road ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'North Lake ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'Tide Relief Canal ' (1)
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EB North Lake Blvd' (1) ·
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'Hypoluxo Rd ' (1) ·
'Hypoluxo to SB I95' (1) ·
'LANTANA ROAD EB ' (1) ·
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'Lantana to I 95 SB' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
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'SB I 95 to Lantana' (1) ·
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'SR 812 Lantana Rd ' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB N. Lake Blvd. ' (1)
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'0.3 Mile East of US-1 ' (1) ·
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'0.6 MI WEST OF I-95 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.3MI N OF PGA BLVD ' (1) ·
'1mi. W of US-1. ' (1) ·
'1mi. West of US-1 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'A1A on Singer Island ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'Just North of SR-850 ' (1) ·
'Lantana I 95 Interchange ' (1)
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80102433 (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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 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 24 results in range #1 to #24.
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