Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'Bear Wildlife Crossing ' (1) ·
'C-17 CANAL ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer WIldlife Crossing ' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'I-4 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'I-95 ' (1) ·
'Nova Canal ' (1) ·
'Padgett Creek ' (1) ·
'Tomoka River ' (1) ·
'Turnpike (SR-91) ' (1) ·
'US 92 ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1)
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'0.2 Mi. E OF I-95 ' (1) ·
'1.0 M West of Haverhill R' (1) ·
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'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
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'I-4 WB over Bear Crossing' (1) ·
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'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-400 and Nova Rd. ' (1)
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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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (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)
Showing below up to 24 results in range #1 to #24.
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