Drilldown: bridge data
From Indian River Lagoon Project
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'Banana River ' (1) ·
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'LWDD LAT 17 CANAL ' (1) ·
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Horse Creek (1)
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'SR-5/S. Olive Ave.' (1) ·
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'SR-91 TPK NB 131.0' (1) ·
'UNDALLO RD ' (1) ·
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'Woolbright Road ' (1) ·
US-1 (1)
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'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.3 miles East of CR-415 ' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'1st overpass east of I-95' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
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'North of Belvedere Rd ' (1) ·
'SB I-95 / SR-714 ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
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US-1 over Horse Creek (1)
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9150 (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 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 not over waterway. (1)
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9600 (1)
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