Drilldown: bridge data
From Indian River Lagoon Project
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'LWDD CANAL E-1 ' (1) ·
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'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'ST LUCIE CANAL ' (1) ·
'Thompson River ' (1) ·
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'CR712 MDWYRD 150.3' (1) ·
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'Lake Worth Road ' (1) ·
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'MILITARY TRAIL NB ' (1) ·
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'MINER RD. ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SW 18TH ST WB ' (1) ·
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'0.2 MILE WEST OF US-1 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
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'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
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'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'4 miles west of SR 7 ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
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'Citrus Ave/FEC RR ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
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'SR-415 - Lake Ashby Canal' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-A1A over Halifax River' (1) ·
'STUART TPK INTERCHANGE ' (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 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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