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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'Bear Wildlife Crossing ' (1) ·
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'C-18 Canal ' (1) ·
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'Drainage Canal ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Goat Creek ' (1) ·
'Lake Worth Creek Canal ' (1) ·
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'Rim Ditch Canal C-24 ' (1) ·
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'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'St. Johns River Relief ' (1) ·
'W. Relief Indian River ' (1)
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'FLYING COW ROAD ' (1) ·
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'NB I-95 (SR-9) ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'NB SR-615 ' (1) ·
'PALMWOOD ROAD ' (1) ·
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'SB I-95 (SR 9) ' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'SR 400 EB ' (1) ·
'SR-415 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
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'.3 mi N of SR 706 ' (1) ·
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'0.1MI N of DONALD ROSS RD' (1) ·
'0.85 mile South of Linton' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
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'1mi. west of CR-613 ' (1) ·
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'2 Mi. N. of SR 68 ' (1) ·
'2 miles East of SR-786 ' (1) ·
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'AT SR-80 ' (1) ·
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'US-1 NB - Spruce Cr. S. ' (1) ·
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'US-1 NB over Goat Creek ' (1) ·
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'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB over Goat Creek ' (1) ·
'US-1 SB over Rose Bay ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
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'W. of Jensen Bch. Cswy. ' (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 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)
Showing below up to 31 results in range #1 to #31.