Drilldown: bridge data
From Indian River Lagoon Project
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'C-15 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'E-2 Canal ' (1) ·
'E3-canal ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'Frazier Creek ' (1) ·
'Konomac Canal ' (1) ·
'L-6 Canal ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'Reed Canal ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'Tidal Canal ' (1)
'COUNTY LINE RD ' (1) ·
'EB SR - 714 ' (1) ·
'Fort Florida Road ' (1) ·
'Fountainhead Blvd.' (1) ·
'Hatton Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'Island Drive ' (1) ·
'JOG ROAD ' (1) ·
'LANTANA RD.CR-812 ' (1) ·
'Lantana Road ' (1) ·
'MAPP RD ' (1) ·
'Melaleuca Lane ' (1) ·
'OLD DIXIE HWY ' (1) ·
'Saul Street ' (1) ·
'SAVONA BLVD. ' (1) ·
'Service Road ' (1) ·
'SR-5 (US-1) ' (1) ·
'SR-76 ' (1) ·
'SR-807 Congress Av' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
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'.1 Mile W of US-A1A ' (1) ·
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'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.9MI S of CR-714 ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'ADJACENT TO US-441 ' (1) ·
'At Reed Canal Road ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'Indian Riverside Park ' (1) ·
'SR-5 S of Roosevelt BR ' (1)
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81205307 (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 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) ·
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 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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