Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'13th Street SW ' (1) ·
'26TH STREET ' (1) ·
'27th Street ' (1) ·
'34th Avenue ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'EB SR60 ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'SR-60 WB ' (1)
884039 (1) ·
884053 (1) ·
884054 (1) ·
884057 (1) ·
884058 (1) ·
884059 (1) ·
884060 (1) ·
884061 (1) ·
884065 (1) ·
884071 (1) ·
884077 (1) ·
884105 (1) ·
885813 (1)
'0.3 Miles North of SR 60 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
Showing below up to 13 results in range #1 to #13.
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