Drilldown: bridge data
From Indian River Lagoon Project
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'DATE PALM RD ' (1) ·
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'Forest Hill Blvd. ' (1) ·
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'SR-46 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-A1A ' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1)
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'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI N of CR 512 ' (1) ·
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'0.7Mi East of US-1 ' (1) ·
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'1.2MI East of US-1 ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1Mi W of US-1 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'200ft. W of A1A ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'3MI W OF CR-615 ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'Just North of SR-850 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'SR-46 - St. Johns River ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 - FECRR ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (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)
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)
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