Drilldown: bridge data
From Indian River Lagoon Project
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'Boca Inlet ' (1) ·
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'LWDD LAT CANAL 17 ' (1) ·
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'CORKSCREW BLVD. ' (1) ·
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'SR 91 TPK RMP 93.5' (1) ·
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'SR-808 (Glades Rd)' (1) ·
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'0.1MI E of SW 9TH AVE ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
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'0.5mi. East of US-1 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
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'1.4 miles east of I-95 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
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'A1A on Singer Island ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'City of Jupiter ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Lake Ave / ICWW ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'Palm Beach - Broward Line' (1) ·
'WB SR800.2Mi west of US-1' (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)
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)
Showing below up to 26 results in range #1 to #26.