Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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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.
'Belcher Canal (C-25) ' (1) ·
'Berrys Canal ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'Conners Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'Halifax River ' (1) ·
'Indian River Relief ' (1) ·
'Jupiter Creek ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'W. Relief Indian River ' (1) ·
'West Palm Beach Canal ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
'WPB Canal (C-51) ' (1)
'Boynton Bch Blvd. ' (1) ·
'Forest Hill Blvd. ' (1) ·
'INDIAN STREET ' (1) ·
'Indiantown Road ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'NB SR-615 ' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-44 ' (1) ·
'SR-518 ' (1) ·
'SR-808 Glades Road' (1) ·
'SR-A1A ' (1) ·
'US-1 SB ' (1)
700183 (1) ·
790147 (1) ·
790149 (1) ·
790150 (1) ·
790157 (1) ·
890138 (1) ·
894040 (1) ·
930410 (1) ·
930414 (1) ·
930415 (1) ·
930420 (1) ·
930438 (1) ·
930446 (1) ·
934934 (1) ·
934935 (1) ·
940146 (1) ·
940147 (1) ·
940148 (1) ·
940149 (1)
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'Just west of I-95 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'US-1SB - Spruce Cr. S. ' (1) ·
'W. of Jensen Bch. Cswy. ' (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)
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)
Showing below up to 19 results in range #1 to #19.
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