Drilldown: bridge data
From Indian River Lagoon Project
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'C-23 CANAL ' (1) ·
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'CR 712 (Midway Road) ' (1) ·
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'CR-712 Midway Road ' (1) ·
'Eau Gallie River ' (1) ·
'Header Creek Canal ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'L-19 Canal ' (1) ·
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'LATERAL CANAL #30 ' (1) ·
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'Rim Ditch Canal C-24 ' (1) ·
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Addison Canal (1)
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'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
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'0.6 Mile West of US-27 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
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'21.0 Mi North of US-27 ' (1) ·
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'2mi.N of SR714 on I95 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
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'I-95 over Midway Road ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
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I-95 over Addison Canal (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)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 35 results in range #1 to #35.
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