Drilldown: bridge data
From Indian River Lagoon Project
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15280 (1) ·
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'ARCHIES CREEK ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
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'East Indian River Relief' (1) ·
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'INTRACOASTAL WATERWAY ' (1) ·
'JONES CREEK ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral A Canal ' (1) ·
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'LWDD E-3 CANAL ' (1) ·
'MOORES CREEK ' (1) ·
'None ' (1) ·
'SIMS CREEK ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'West Indian River Relief' (1) ·
'WILLOUGHBY CREEK ' (1)
'33rd Street ' (1) ·
'37th Street ' (1) ·
'Atlantic Avenue ' (1) ·
'CENTER STREET ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-708 ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'East Island Access' (1) ·
'INDIAN STREET ' (1) ·
'NB I 95 SR9 ' (1) ·
'NB I 95 to Gateway' (1) ·
'NORTH 2ND STREET ' (1) ·
'Northlake Blvd. EB' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PLM BEACH LAKES BL' (1) ·
'PROSPERITY FARM RD' (1) ·
'S. VERDE TRAIL ' (1) ·
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'ST LUCIE W BLVD WB' (1) ·
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'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'At S Military Trail ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'I 95 SR706 interchange ' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'West of Ernest Lyons Bri.' (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 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)
Showing below up to 26 results in range #1 to #26.