Drilldown: bridge data
From Indian River Lagoon Project
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'C-104 CANAL ' (1) ·
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'Becker Rd. ' (1) ·
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'Port St. Lucie Bld' (1) ·
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'SAVAGE BLVD. ' (1) ·
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'SELVITZ RD. ' (1) ·
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'ST LUCIE W BLVD EB' (1) ·
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949902 (1)
'0.1MI W OF BAYSHORE BLVD ' (1) ·
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'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.2MI. W of NW STJAMES DR' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.4MI S OF PAAR DRIVE ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.6MI W OF US-1 ' (1) ·
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'0.7MI Wof SW DARWIN BLVD.' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
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'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'Port St Lucie / FL TPK. ' (1)
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80252443 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 not over waterway. (1)
Showing below up to 27 results in range #1 to #27.
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