Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service On 042a:
Highway
& Service Under 042b:
Highway - Waterway
& Superstructure 059:
Good 



Use the filters below to narrow your results.
'4th St. and Canal D ' (1) ·
'ANGLE RD & BELCHER CANAL' (1) ·
'CANAL L-20 ' (1) ·
'CR-515 & Indian River ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'Indian River ' (1) ·
'Lake Washington Road ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1) ·
Lake Washington Road (1)
700043 (1) ·
700061 (1) ·
700109 (1) ·
700123 (1) ·
790196 (1) ·
790197 (1) ·
880100 (1) ·
890103 (1) ·
930498 (1) ·
940057 (1) ·
940058 (1) ·
940059 (1) ·
940073 (1) ·
940083 (1)
'0.5 mi N of Atlantic Ave ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'SR 520 WB Indian River ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'US-441 and SR-76 ' (1) ·
I-95 SB -Lk Washington Rd (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 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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
Showing below up to 14 results in range #1 to #14.