Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'BRANCH OF ICWW ' (1) ·
'C-18 Canal ' (1) ·
'Donald Ross Road ' (1) ·
'FIVE MILE CREEK ' (1) ·
'I-95 (SR-9) ' (1) ·
'JONES CREEK ' (1) ·
'Jupiter Creek ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'Loxahatchee River ' (1) ·
'SIMS CREEK ' (1) ·
'SLOUGH ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR-706 Indiantown Rd. ' (1)
'CENTER STREET ' (1) ·
'Indiantown Rd. ' (1) ·
'Indiantown Road ' (1) ·
'JUPITER BEACH RD ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'SB I 95 SR9 ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1)
930339 (1) ·
930371 (1) ·
930380 (1) ·
930382 (1) ·
930383 (1) ·
930385 (1) ·
930390 (1) ·
930391 (1) ·
930394 (1) ·
930420 (1) ·
934125 (1) ·
934142 (1) ·
934144 (1) ·
934146 (1) ·
934147 (1) ·
940067 (1)
'.5 mi East of I-95 ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'City of Jupiter ' (1) ·
'I 95 SR 706 Interchange ' (1) ·
'I 95 SR706 interchange ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'SR 706 to I 95 Ramp ' (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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 16 results in range #1 to #16.