Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'11th Street Canal ' (1) ·
'Canal to Bulow Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Ditch ' (1) ·
'E-1 Canal ' (1) ·
'E-1-E CANAL ' (1) ·
'E-2 Canal ' (1) ·
'E3-canal ' (1) ·
'Habitat Connectivity ' (1) ·
'Konomac Canal ' (1) ·
'L-6 Canal ' (1) ·
'Nova Canal ' (1) ·
'Reed Canal ' (1) ·
'Sebastian Canal East ' (1) ·
'Triple box culvert ' (1)
'EB SR - 714 ' (1) ·
'Fort Florida Road ' (1) ·
'Fountainhead Blvd.' (1) ·
'Hatton Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'I 95 SR 9 ' (1) ·
'LANTANA RD.CR-812 ' (1) ·
'Melaleuca Lane ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'Old Kings Rd ' (1) ·
'SANDALFOOT BLVD ' (1) ·
'Saul Street ' (1) ·
'SR-40 EB ' (1) ·
'SR-40 WB ' (1) ·
'SR-5A ' (1) ·
'SR-807 Congress Av' (1) ·
'WB SR - 714 ' (1) ·
'Wilden Road ' (1) ·
'Williamson Blvd ' (1)
704085 (1) ·
705603 (1) ·
790177 (1) ·
790194 (1) ·
790195 (1) ·
794074 (1) ·
794096 (1) ·
794162 (1) ·
796518 (1) ·
890087 (1) ·
890134 (1) ·
890135 (1) ·
930178 (1) ·
930466 (1) ·
934360 (1) ·
934361 (1) ·
934362 (1) ·
934403 (1) ·
934552 (1)
'0.1 mi E of Wickham Road ' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.7 Mi N of Old Dixie Hwy' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.4 miles North of US-92 ' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'ADJACENT TO US-441 ' (1) ·
'At Reed Canal Road ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'N of Roosevelt Bridge ' (1) ·
'SR-40 WB - Habitat Connec' (1) ·
'SR-40EB - Habitat Connect' (1) ·
'SR-5A over Nova Canal ' (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 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) ·
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)
Showing below up to 19 results in range #1 to #19.