Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'14TH STREET CANAL ' (1) ·
'4th St. and Canal D ' (1) ·
'C-52 Canal ' (1) ·
'COLLIER CREEK ' (1) ·
'COLLIER WATERWAY ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FELLSMERE CANAL ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lateral B Canal ' (1) ·
'MAIN CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1)
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'97 TH STREET ' (1) ·
'BARBER STREET ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'COUNTY RD 507 ' (1) ·
'CR 613 (58TH AVE) ' (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) ·
'ENGLAR DRIVE ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR510 Wabasso Road' (1)
880052 (1) ·
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'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'1MI W OF CR-615 ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'AT 141st ST ' (1) ·
'At CR-613 ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
27351498 (1) ·
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80403783 (1) ·
80403784 (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)
Showing below up to 23 results in range #1 to #23.