Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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13726 (1) ·
13728 (1) ·
13729 (1) ·
13732 (1) ·
13733 (1) ·
13734 (1) ·
13735 (1) ·
13789 (1) ·
13791 (1) ·
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13799 (1) ·
13813 (1) ·
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18720 (1) ·
18739 (1) ·
18743 (1) ·
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18746 (1) ·
18747 (1) ·
18758 (1) ·
18765 (1) ·
18769 (1) ·
18778 (1) ·
18779 (1)
'B-19 Canal / Trib 1 ' (1) ·
'Bear Wildlife Crossing ' (1) ·
'Berrys Canal ' (1) ·
'Bulow Creek ' (1) ·
'Cambridge Canal ' (1) ·
'Conners Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Creek ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Deer WIldlife Crossing ' (1) ·
'Halifax River ' (1) ·
'Lake Ashby Canal ' (1) ·
'Misner Branch ' (1) ·
'Reed Canal ' (1) ·
'Rose Bay ' (1) ·
'Rose Bay Canal ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River Relief ' (1)
'Esplanade Avenue ' (1) ·
'Indian Lake Road ' (1) ·
'Main Street ' (1) ·
'Main Trail ' (1) ·
'Maytown Road ' (1) ·
'Orange Avenue ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-A1A ' (1) ·
'Trailwood Drive ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1) ·
'Walter Boardman Ln' (1)
790147 (1) ·
790149 (1) ·
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794126 (1) ·
794139 (1) ·
794141 (1) ·
796000 (1) ·
796413 (1) ·
796414 (1) ·
796500 (1)
'0.2 mile East of US-1 ' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 NB over Rose Bay ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB over Rose Bay ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-1SB - Spruce Cr. S. ' (1)
28485599 (1) ·
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80545970 (1) ·
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80590233 (1) ·
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81005885 (1) ·
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81054109 (1) ·
81060638 (1) ·
81071865 (1) ·
81083200 (1) ·
81083300 (1) ·
81091400 (1) ·
81091401 (1) ·
81091698 (1) ·
81103100 (1) ·
81103200 (1) ·
81112589 (1) ·
81112630 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
Showing below up to 29 results in range #1 to #29.