Drilldown: bridge data
From Indian River Lagoon Project
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- definition (254)
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'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
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'C-23 CANAL ' (1) ·
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'Galiano Rd. & C-24 Canal' (1) ·
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'I-4 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Indian River East Relief' (1) ·
'Intracoastal Waterway ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'Moore's Creek ' (1) ·
'North Relief Canal ' (1) ·
'Range Line Canal ' (1) ·
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'SR-44 ' (1) ·
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'SR-713 (King Hwy) ' (1) ·
'SR-91 N/S TPK ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'Tomoka River ' (1) ·
'US-1 ' (1) ·
'US-1 & FECRR ' (1) ·
'US-92 ' (1) ·
'West Palm Beach Canal ' (1)
'13th Street SW ' (1) ·
'16th Street ' (1) ·
'56th Place North ' (1) ·
'5th Street SW ' (1) ·
'CONGRESS AVE ' (1) ·
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'Emerson Ave 27th A' (1) ·
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'I-95 NB ' (1) ·
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'SB SR-9 (I-95) ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-44 ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-520 EB ' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR91 On/Off Rmp106' (1) ·
'US-1 (SR-5) ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB SR 70 ' (1)
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'.75mi E. of Indian R Dr. ' (1) ·
'.7mi. E of Congress Ave. ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'56th Place North ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'At 74th Avenue ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'I-95 NB - SR-520 ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 NB over US-92 ' (1) ·
'I-95 SB - SR-44 ' (1) ·
'I-95 SB - SR-520 ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'I-95 SB over US-1 ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'South Side of US-98 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-44 over US-1 ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-710 TPK Interchange ' (1)
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0 (1) ·
101 (1) ·
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9900 (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 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 not over waterway. (1) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
1000 (1) ·
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54946 (1) ·
55954 (1) ·
5639 (1) ·
56821 (1) ·
57689 (1) ·
63328 (1) ·
67231 (1) ·
87618 (1)
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