Drilldown: bridge data
From Indian River Lagoon Project
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15576 (1) ·
15577 (1) ·
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19512 (1)
'ATLANTIS WATERWAY ' (1) ·
'C-17 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL C-17 ' (1) ·
'Canal L-14 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'Earman River (C-17) ' (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) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'North Lake ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'Tide Relief Canal ' (1)
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'Congress Ave. ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'EB North Lake Blvd' (1) ·
'Hypoluxo Rd ' (1) ·
'Hypoluxo to SB I95' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'Lantana to I 95 SB' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LYONS ROAD ' (1) ·
'MILITARY TRAIL ' (1) ·
'ORANGE TREE DR ' (1) ·
'PARK AVE. W. ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SB I 95 to Lantana' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR 812 Lantana Rd ' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'TROON DR ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB N. Lake Blvd. ' (1)
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'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'150FT S OF N CNTRY CLBDR ' (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) ·
'LYONS ROAD SOUTH OF SR-80' (1)
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80112200 (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 27 results in range #1 to #27.