Drilldown: bridge data
From Indian River Lagoon Project
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'17th Avenue North ' (1) ·
'Belcher Canal (C-25) ' (1) ·
'Burns Road ' (1) ·
'C-15 CANAL ' (1) ·
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'El Rio Canal ' (1) ·
'Goat Creek ' (1) ·
'Holly Drive ' (1) ·
'Lake Worth Lagoon ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'North Relief Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'St. Johns River Relief ' (1) ·
'Sykes Creek ' (1) ·
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'Turkey Creek ' (1) ·
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'WEST PALM BEACH CANAL ' (1)
'20TH AVENUE ' (1) ·
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'CONGRESS AVE ' (1) ·
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'SR-528 ' (1) ·
'SR-76 ' (1) ·
'SR-808 Glades Road' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'US-1 (SR-5) NB ' (1) ·
'US-1 (SR-5) SB ' (1) ·
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'.25 mi East of I-95 ' (1) ·
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'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.25 miles S/O SR 794 ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
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'0.6 mi S of Pt Malabar Bl' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Lake Worth ' (1) ·
'SR-40 - Middle Haw Creek ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'SR-528 EB - Sykes Creek ' (1) ·
'SR-528 WB - Sykes Creek ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1)
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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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
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