Drilldown: bridge data
From Indian River Lagoon Project
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'BELCHER CANAL C-25 ' (1) ·
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'FIVE MILE CREEK ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'HOWARD CREEK ' (1) ·
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'SR 91 TPK ' (1) ·
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'ST. LUCIE RIVER ' (1) ·
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'53RD STREET ' (1) ·
'Becker Rd. ' (1) ·
'COLUMBUS DR. ' (1) ·
'DARWIN BLVD ' (1) ·
'DUNN ROAD ' (1) ·
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'MINUTE MAID RD 165' (1) ·
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'NORTH QUICK CIRCLE' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'PICOS RD 154.90 ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'RDBGH RD 170.14 ' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SHINN ROAD ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'ST LUCIE W BLVD EB' (1) ·
'St Lucie West Blvd' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'UNDALLO RD ' (1) ·
'WESTMORELAND BLVD ' (1)
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949902 (1)
'0.1MI W OF BAYSHORE BLVD ' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'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) ·
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'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
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'0.6MI N OF ANGLE ROAD ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'3MI S of SR-70 ' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'ADJ TO CR-607A ANGLE 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) ·
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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
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