Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'Casa Mar Dr ' (1) ·
'CSX-RR ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'Halifax River IWW ' (1) ·
'L-14 CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'Troup Indiantown Canal ' (1)
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'53RD STREET ' (1) ·
'97 TH STREET ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-512 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'HOLLY DRIVE ' (1) ·
'JOG ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'Lyons Rd ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'Riverbend Park Rd ' (1) ·
'SR-40 ' (1) ·
'SR-44 ' (1)
790132 (1) ·
790176 (1) ·
884003 (1) ·
884019 (1) ·
884036 (1) ·
884063 (1) ·
884064 (1) ·
884068 (1) ·
894053 (1) ·
934176 (1) ·
934315 (1) ·
934932 (1) ·
934933 (1) ·
934954 (1) ·
937000 (1) ·
937001 (1) ·
937002 (1)
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'AT 141st ST ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-44 over CSX-RR ' (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 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 not over waterway. (1)
Showing below up to 17 results in range #1 to #17.
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