Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'Alamana Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'COLLIER CREEK ' (1) ·
'COLLIER WATERWAY ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'Deep Creek ' (1) ·
'El Rio Canal E-4 ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'RANGE LINE CANAL ' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'WARNER CREEK ' (1)
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'CR-508 (69TH ST.) ' (1) ·
'CR-723 ' (1) ·
'E. CAMINO REAL ' (1) ·
'EB PGA Blvd. ' (1) ·
'ENGLAR DRIVE ' (1) ·
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'Haverhill Rd ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
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'SR-415 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
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'ST LUCIE W BLVD WB' (1) ·
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'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.4 Mi W of I-95 ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.6Mi S of 707A ' (1) ·
'0.75 mile South of SR 708' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1MI W OF CR-615 ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-415 - Deep Creek ' (1)
80035722 (1) ·
80040100 (1) ·
80040685 (1) ·
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80141088 (1) ·
80195431 (1) ·
80222755 (1) ·
80284193 (1) ·
80284214 (1) ·
80291127 (1) ·
80293742 (1) ·
80393620 (1) ·
81051588 (1) ·
81063625 (1) ·
81080270 (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)
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 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 21 results in range #1 to #21.
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