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.
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-3 Canal ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Creek ' (1) ·
'Deep Creek ' (1) ·
'Drainage Ditch ' (1) ·
'E-1 Canal ' (1) ·
'E-2-E Canal ' (1) ·
'L-8 CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LWDD E-1 Canal ' (1) ·
'Nova Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Warner Creek ' (1)
'49th St Lindsey Rd' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'BOB W RD 130TH ST.' (1) ·
'Boynton Beach Blvd' (1) ·
'CR-611 (45th ST.) ' (1) ·
'DATE PALM RD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'INLET CAY DR. ' (1) ·
'Lake Ida Road ' (1) ·
'NORFOLK BLVD. ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR-40 ' (1) ·
'SR-50 ' (1) ·
'SR-5A ' (1) ·
'SR-732 Jenson Blvd' (1) ·
'SR806 Atlantic Ave' (1) ·
'WEST LAKE DRIVE ' (1)
700178 (1) ·
790016 (1) ·
790049 (1) ·
790169 (1) ·
790178 (1) ·
884102 (1) ·
884103 (1) ·
890004 (1) ·
890014 (1) ·
894047 (1) ·
930032 (1) ·
930464 (1) ·
934327 (1) ·
934488 (1) ·
934963 (1) ·
935201 (1) ·
935202 (1) ·
936264 (1) ·
936654 (1) ·
937003 (1)
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'1.2 Mi. W of Barberville ' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2.2 Miles North of US-92 ' (1) ·
'3.2 Mi W of SR-11 ' (1) ·
'300' E of FL Turnpike ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'N of Roosevelt Bridge ' (1) ·
'SR-50 1.0 Mi East of I-95' (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)
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 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 20 results in range #1 to #20.