Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'CANAL-17 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'KRUEGER CREEK ' (1) ·
'Okeechobee Waterway ' (1) ·
'POPPELTON CREEK ' (1) ·
'POPPOLTON CREEK ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR-91 N/S TPK ' (1) ·
'St Lucie River / SR-707 ' (1) ·
'St. Lucie River ' (1) ·
'St. Lucie River/SR-707 ' (1) ·
'St.Lucie River ' (1)
'CR-714 Indian St. ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR714 PALM CITY RD' (1) ·
'E/B S.R. A1A ' (1) ·
'LOCKS ROAD ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'NB US-1 / SR-5 ' (1) ·
'Old Dixie Highway ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SB US-1/SR-5 ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR-76 ' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 On/Off Rmp106' (1) ·
'W/B S.R. A1A ' (1)
890003 (1) ·
890004 (1) ·
890039 (1) ·
890048 (1) ·
890087 (1) ·
890120 (1) ·
890151 (1) ·
890152 (1) ·
890158 (1) ·
890160 (1) ·
894050 (1) ·
894062 (1) ·
930146 (1) ·
930159 (1) ·
930359 (1) ·
931011 (1)
'0.1 MI West of SR-76 ' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1/2MI S of US-1 ' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'2MI E of SR-76 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'By Indian Grove Dr. ' (1) ·
'N of Roosevelt Bridge ' (1) ·
'SR-710 TPK Interchange ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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 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)
Showing below up to 16 results in range #1 to #16.
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