Drilldown: bridge data
From Indian River Lagoon Project
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'14TH STREET CANAL ' (1) ·
'C-17 CANAL ' (1) ·
'CANAL C-17 ' (1) ·
'ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'LATERAL B CANAL ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'North Lake ' (1) ·
'RELIEF CANAL ' (1) ·
'South Relief Canal ' (1) ·
'Tide Relief Canal ' (1)
'12th Street ' (1) ·
'16TH ST ' (1) ·
'1st St SW ' (1) ·
'20TH AVENUE ' (1) ·
'27TH STREET ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-612 8th Street ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'EB North Lake Blvd' (1) ·
'EB SR60 ' (1) ·
'Emerson Ave 27th A' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'NW 27TH AVE. ' (1) ·
'PARK AVE. W. ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SR-60 ' (1) ·
'SR-60 WB ' (1) ·
'SR-656 (17th St.) ' (1) ·
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'0.2 MILE WEST OF US-1 ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'1mi. W of US-1. ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'250ft North of SR-60 ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'A1A on Singer Island ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (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)
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)
Showing below up to 25 results in range #1 to #25.
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