Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Aurantia Rd. ' (1) ·
'Canal ' (1) ·
'Canal C-54 ' (1) ·
'Drainage Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Relief E.of North Bridge' (1) ·
'S-135 Canal ' (1) ·
'Sawgrass Creek ' (1) ·
'SR-9 (I-95) ' (1) ·
'WARNER CREEK ' (1)
'Babcock Street ' (1) ·
'CARTER RD. ' (1) ·
'CENTER DR. ' (1) ·
'CR-723 ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'I-95 NB ' (1) ·
'PALOMINO DRIVE ' (1) ·
'Shop Ctr Entrance ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR-80EB (Southern)' (1) ·
'SR-A1A ' (1) ·
'SR510 Wabasso Road' (1) ·
'St Lucie West Blvd' (1) ·
'SW Wood St. ' (1) ·
'US-192 EB ' (1) ·
'WOOLBRIGHT ROAD ' (1)
700018 (1) ·
700138 (1) ·
704154 (1) ·
790164 (1) ·
790165 (1) ·
880050 (1) ·
880051 (1) ·
880052 (1) ·
884015 (1) ·
890009 (1) ·
890141 (1) ·
890142 (1) ·
890800 (1) ·
930214 (1) ·
930408 (1) ·
934328 (1) ·
934347 (1) ·
934350 (1) ·
940046 (1) ·
940133 (1)
'.05 mi N of Indian Rvr Co' (1) ·
'0.2 MI West of US-98 ' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.6Mi S of 707A ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.5mi East of Indiantown' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'3 MI. east of SR-710 ' (1) ·
'4.5 Mi. N of SR-46 ' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'US-192EB - Sawgrass Creek' (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)
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 20 results in range #1 to #20.
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