Drilldown: bridge data
From Indian River Lagoon Project
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'14TH STREET CANAL ' (1) ·
'4th St. and Canal D ' (1) ·
'C-52 Canal ' (1) ·
'CANAL ' (1) ·
'COLLIER WATERWAY ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FELLSMERE CANAL ' (1) ·
'I-95 ' (1) ·
'ICWW ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'L-78 Borrow Canal ' (1) ·
'MAIN CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'Main Relief Canal ' (1) ·
'North Relief Canal ' (1) ·
'Padgett Branch Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'St. Sebastian River ' (1)
'27th Street ' (1) ·
'BARBER STREET ' (1) ·
'COUNTY RD 507 ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-606 Oslo Rd. ' (1) ·
'EB SR60 ' (1) ·
'ENGLAR DRIVE ' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-60 ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR-60 WB ' (1) ·
'SR510 Wabasso Road' (1) ·
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'US-1 (SR-5) SB ' (1)
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'0.5Mi East of US-1 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'3MI W OF CR-615 ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'Oslo Rd. over I-95 ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
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80475710 (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 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)
Showing below up to 24 results in range #1 to #24.
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