Drilldown: bridge data
From Indian River Lagoon Project
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'11th Street Canal ' (1) ·
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Six Mile Creek (1)
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'CR-613 (58TH AVE.)' (1) ·
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'DONALD ROSS RD WB ' (1) ·
'EB SR706 ' (1) ·
'Indian Lake Road ' (1) ·
'JOG ROAD SB ' (1) ·
'Levee Road ' (1) ·
'Maytown Road ' (1) ·
'PARK AVE. W. ' (1) ·
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'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
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'.75 miles South of SR-882' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
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'2.3mi N on Indian Lake Rd' (1) ·
'21.0 Mi North of US-27 ' (1) ·
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'3.5 miles East of SR-415 ' (1) ·
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'7MI NORTH OF SR-60 ' (1) ·
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'At LPGA Blvd. ' (1) ·
'Indiantown Rd./ICW ' (1) ·
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'SR-700 CANAL POINT ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-192 EB - Indian River ' (1) ·
SR-46 over Six Mile Cr (1)
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Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 28 results in range #1 to #28.
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