Drilldown: bridge data
From Indian River Lagoon Project
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'Alamana Canal ' (1) ·
'ANGLE RD & BELCHER CANAL' (1) ·
'C-17 CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'COLLIER WATERWAY ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Deep Creek ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Five Mile Creek ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Hypoluxo Rd. ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'LWDD E-1 Canal ' (1) ·
'Misner Branch ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1)
'BARBER STREET ' (1) ·
'ENGLAR DRIVE ' (1) ·
'FLEMING STREET ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Lake Worth Road ' (1) ·
'Main Trail ' (1) ·
'Okeechobee Rd. ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SE 7TH STREET ' (1) ·
'SR-415 ' (1) ·
'SR-507 NB ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
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'ST LUCIE W BLVD WB' (1)
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'0.5 MI. E OF SR-80 ' (1) ·
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'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.3 miles east of I-95 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-507 NB - Tillman Canal' (1)
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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 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)
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
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