Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- 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.
'Big Tree Road ' (1) ·
'Center Avenue ' (1) ·
'Driveway Ent. Exit' (1) ·
'Main Trail ' (1) ·
'Old Dixie Hwy. ' (1) ·
'Orange Avenue ' (1) ·
'Riverside Dr ' (1) ·
'Saul Street ' (1) ·
'SR-40 ' (1) ·
'SR-44 ' (1) ·
'SR-5A ' (1) ·
'Turnbull Bay Road ' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'Woodcliff Drive ' (1)
790012 (1) ·
790021 (1) ·
790097 (1) ·
790132 (1) ·
790136 (1) ·
790151 (1) ·
790162 (1) ·
790178 (1) ·
790186 (1) ·
790199 (1) ·
794016 (1) ·
794022 (1) ·
794042 (1) ·
794120 (1) ·
794154 (1) ·
795001 (1) ·
795521 (1) ·
796000 (1) ·
796518 (1)
'0.1Mi S of LPGA Blvd ' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'10ft. East of Nova Road ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'400ft N of SCLRR on SR-5A' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Reed Canal Road ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
'SR-5A over Nova Canal ' (1) ·
'US-1 NB - Tomoka River ' (1) ·
'US-1 NB over Rose Bay ' (1) ·
'US-1 over Reed Canal ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB-Tomoka 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 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)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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.