Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'14TH STREET CANAL ' (1) ·
'ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LATERAL CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'Main Relief Canal ' (1) ·
'NORTH CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Rio Mar Bay ' (1)
'13th Street SW ' (1) ·
'16th St/College Ln' (1) ·
'21ST ST SW ' (1) ·
'27th Street ' (1) ·
'34th Avenue ' (1) ·
'Bay Drive ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'EB SR60 ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'River Drive ' (1) ·
'SR-60 ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR-60 WB ' (1) ·
'SR-656 (17th St.) ' (1) ·
'US-1 (SR-5) ' (1)
880030 (1) ·
880077 (1) ·
880085 (1) ·
880087 (1) ·
884039 (1) ·
884047 (1) ·
884053 (1) ·
884054 (1) ·
884057 (1) ·
884058 (1) ·
884059 (1) ·
884060 (1) ·
884065 (1) ·
884071 (1) ·
884077 (1) ·
884084 (1) ·
884105 (1) ·
885811 (1) ·
885812 (1) ·
885813 (1)
'0.1 Mile West of A1A ' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N 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) ·
'100Ft. South of Bay Drive' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
Showing below up to 20 results in range #1 to #20.
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