Drilldown: bridge data
From Indian River Lagoon Project
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'Palmetto Park Road ' (1) ·
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'SR 811 & FEC RR ' (1) ·
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'EB SR 704 ' (1) ·
'EB SR 786 ' (1) ·
'Hagen Ranch Road ' (1) ·
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'SR 91 TPK RMP 93.5' (1) ·
'SR-5/S. Olive Ave.' (1) ·
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'SR-805 (Dixie Hwy)' (1) ·
'SW 15TH AVE ' (1) ·
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'W/B Atlantic Ave ' (1)
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'.5mi East US1 Lakeworth ' (1) ·
'.75 miles South of SR-882' (1) ·
'.7mi. E of Congress Ave. ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.3 mile South of SR 706 ' (1) ·
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'1 mile S of Linton Blvd ' (1) ·
'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 Miles N of SR-806 ' (1) ·
'250ft North of SR-60 ' (1) ·
'2MI E of SR-76 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
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'Between SR704 and 12th St' (1) ·
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'I-95 / Donald Ross Rd ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'LYONS ROAD SOUTH OF SR-80' (1) ·
'South of Ramp to SR 706 ' (1) ·
'US-1 - FECRR ' (1)
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9900 (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)
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)
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