Drilldown: bridge data
From Indian River Lagoon Project
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'Boca Inlet ' (1) ·
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'I 95 SR 9 ' (1) ·
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'DATE PALM RD ' (1) ·
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'KIRBY LOOP ROAD ' (1) ·
'NW 20TH ST WB ' (1) ·
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'NW 7TH STREET ' (1) ·
'PALMETTO PK RD ' (1) ·
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'S. VERDE TRAIL ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-808 Glades Road' (1) ·
'SW 18TH ST ' (1) ·
'SW 18th Street ' (1) ·
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'0.03Mi E of CYPRESS WAY ' (1) ·
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'0.25 mi. N of County Line' (1) ·
'0.25 miles S/O SR 794 ' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
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'0.7MI WEST OF US-1 ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At S Military Trail ' (1) ·
'Boca Raton ' (1) ·
'Just North of Exit 48 ' (1) ·
'Just South of Exit 48 ' (1) ·
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'SR 808 / I 95 Interchange' (1) ·
'SR 808 I 95 Interchange ' (1)
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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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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)
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30000 (1) ·
300155 (1) ·
53785 (1) ·
600 (1) ·
67665 (1) ·
6940 (1) ·
7000 (1) ·
7778 (1) ·
850 (1) ·
85015 (1) ·
98895 (1)
Showing below up to 32 results in range #1 to #32.