Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL ' (1) ·
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'SUMMIT BLVD ' (1) ·
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'Woolbright Road ' (1)
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'0.03Mi E of NW 15TH AVE ' (1) ·
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'0.7Mi South of SR-60 ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.0 Mi West of Haverhill ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At East Canal St. ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
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'Enterprise Rd. Over I-4 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'North of P. Beach Airport' (1) ·
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'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR-507 over Crane Creek ' (1) ·
'W of I 95 on Woolbright ' (1)
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9100 (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 (including piles) on dry land well above flood water elevations. (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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