Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge (13)
- bridge data (1468)
- definition (254)
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- repository (98)
- timeline (19)
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Use the filters below to narrow your results.
'B-19 Canal / Trib 1 ' (1) ·
'Cambridge Canal ' (1) ·
'Creek ' (1) ·
'Halifax River IWW ' (1) ·
'ICWW ' (1) ·
'Indian River ' (1) ·
'Indian River / ICW ' (1) ·
'Misner Branch ' (1) ·
'Reed Canal ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'TEN MILE CREEK ' (1) ·
'Turkey Creek ' (1) ·
Indian River ICW (1)
'E/B S.R. A1A ' (1) ·
'Esplanade Avenue ' (1) ·
'GORDY ROAD ' (1) ·
'Indian Lake Road ' (1) ·
'Main Trail ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'SR-406 ' (1) ·
'SR-60 ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'Trailwood Drive ' (1) ·
'US-1 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'W/B S.R. A1A ' (1) ·
'Wilden Road ' (1) ·
SR-518 (1)
700184 (1) ·
700203 (1) ·
700227 (1) ·
704085 (1) ·
704086 (1) ·
790187 (1) ·
790188 (1) ·
790801 (1) ·
796000 (1) ·
796413 (1) ·
796414 (1) ·
796500 (1) ·
880087 (1) ·
890145 (1) ·
890150 (1) ·
890158 (1) ·
890160 (1) ·
944010 (1)
'.15 mi W of Fleming Grant' (1) ·
'.5mi E. of Indian R Dr. ' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'SR-406 over Indian River ' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1) ·
SR-518 over Indian River (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 18 results in range #1 to #18.
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