Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
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None (1) ·
30975 (1) ·
54175 (1) ·
74625 (1) ·
77275 (1) ·
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Boynton Beach (1) ·
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New Smyrna Beach (1) ·
North Palm Beach village (1) ·
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Sebastian (1) ·
South Daytona (1) ·
Stuart (1) ·
Titusville (1) ·
West Palm Beach (1)
Features 006a:
'53RD STREET ' (1) ·
'A1A ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'Center Avenue ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'DUDA ROAD ' (1) ·
'E. CAMINO REAL ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LINTON BLVD. ' (1) ·
'MISSION HILL ROAD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'S. LAKE DRIVE ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR A1A ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-46 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
Number 008:
Location 009:
Latitude 016:
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Traffic 029:
108 (1) ·
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153 (1) ·
165 (1) ·
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229 (1) ·
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350 (1) ·
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372 (1) ·
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397 (1) ·
412 (1) ·
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424 (1) ·
44 (1) ·
472 (1) ·
49 (1) ·
50 (1) ·
51 (1) ·
515 (1) ·
52 (1) ·
53 (1) ·
602 (1) ·
610 (1) ·
68 (1) ·
73 (1) ·
746 (1) ·
78 (1) ·
82 (1) ·
912 (1) ·
98 (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 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)
Future 114:
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