Drilldown: bridge data
From Indian River Lagoon Project
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'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
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'KRUEGER CREEK ' (1) ·
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'Lateral A Canal ' (1) ·
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Banana River Relief (1) ·
Horse Creek (1)
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'SR 91 TPK RMP 93.5' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'SR-808 Glades Road' (1) ·
'US-1 ' (1) ·
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US-1 (1)
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'.5mi East US1 Lakeworth ' (1) ·
'.7mi. E of Congress Ave. ' (1) ·
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'1 mile S of Linton Blvd ' (1) ·
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'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1st overpass east of I-95' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'2MI E of SR-76 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Between SR704 and 12th St' (1) ·
'Boca Raton ' (1) ·
'CR-516 over I-95 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'I-95 over SR-46 ' (1) ·
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'LAKE WORTH INTERCHANGE ' (1) ·
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'Tpk/PGA Blvd interchange ' (1) ·
'US-1 - FECRR ' (1) ·
'US-1 over Turkey Creek ' (1) ·
SR-520 - Banana River (1) ·
US-1 over Horse Creek (1)
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8400 (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 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 (including piles) on dry land well above flood water elevations. (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)
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96292 (1)
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