Drilldown: bridge data
From Indian River Lagoon Project
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'4th St. and Canal D ' (1) ·
'ANGLE RD & BELCHER CANAL' (1) ·
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'CANAL L-20 ' (1) ·
'CR-515 & Indian River ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
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'INTRACOASTAL WATERWAY ' (1) ·
'IWW Halifax River ' (1) ·
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'Lake Washington Road ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1) ·
Lake Washington Road (1)
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'MINUTE MAID RD 165' (1) ·
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'PBIA to I-95 Ramp ' (1) ·
'RDBGH RD 170.14 ' (1) ·
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'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'US-441 SR-15 ' (1) ·
I-95 SB (1)
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'0.5 mi N of Atlantic Ave ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
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'3.4 MI S INDIAN RIVER CO ' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
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'SE quadrant PB Int Airpt ' (1) ·
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'SR-44 - Indian River ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-A1A over Halifax River' (1) ·
'US-441 and SR-76 ' (1) ·
I-95 SB -Lk Washington Rd (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 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)
Bridge foundations (including piles) on dry land well above flood water elevations. (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)
Showing below up to 29 results in range #1 to #29.
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