Drilldown: bridge data
From Indian River Lagoon Project
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'Belcher Canal (C-25) ' (1) ·
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'M CANAL ' (1) ·
'Miami Canal L-25 ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Padgett Branch Marsh ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
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'SB I-95 To EB 706 ' (1) ·
'SR-76 ' (1) ·
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'Ten Mile Creek ' (1) ·
Fellsmere Canal (1)
'33rd Street ' (1) ·
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'49th St Lindsey Rd' (1) ·
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'6 Ave S to NB I-95' (1) ·
'Bay Drive ' (1) ·
'CR-611 (45th ST.) ' (1) ·
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'Hatton Road ' (1) ·
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'SR70 EB Okeechobee' (1) ·
'US-192 EB ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR - 714 ' (1) ·
'Woolbright Road EB' (1) ·
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I-95 SB (1)
700231 (1) ·
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'0.1 Mile West of A1A ' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'1mi. west of CR-613 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-613 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'At John Stretch Park ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'South of St Lucie Canal ' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'SR-40 WB - Habitat Connec' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'US-192 EB - Indian Riv ' (1) ·
Over Fellsmere Canal (1)
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9150 (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)
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)
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781 (1) ·
87 (1) ·
900 (1)
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