Drilldown: bridge data
From Indian River Lagoon Project
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'Boynton Canal C16 ' (1) ·
'BRITT CANAL ' (1) ·
'Burns Road ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-4 ' (1) ·
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'Depot Ave & El Rio Canal' (1) ·
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'INTRACOASTAL WATERWAY ' (1) ·
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'LATERAL A CANAL ' (1) ·
'LATERAL C CANAL ' (1) ·
'LWDD E3 Canal ' (1) ·
'Main Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR-710 ' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
'Turnpike (SR-91) ' (1) ·
'Yacht Club Cut ' (1)
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'45th Street CR-702' (1) ·
'53RD STREET ' (1) ·
'65TH ST. ' (1) ·
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'97 TH STREET ' (1) ·
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'Woolbright Road ' (1)
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'0.1mi E of Riverside Dr ' (1) ·
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'0.75 mile South of SR 708' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'1Mi W of US-1 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'AT 141st ST ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'E Congress Ave & N SR 806' (1) ·
'E Congress Ave & S SR 806' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'Just North of SR-850 ' (1) ·
'Port of Palm Beach ' (1)
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80545465 (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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
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4 (1) ·
40772 (1) ·
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80851 (1)
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