Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'EB SR 802 Lake Ave' (1) ·
'NB SR 5 (US-1) ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'PALMETTO PK RD EB ' (1) ·
'PALMETTO PK RD WB ' (1) ·
'Port Malabar Bl EB' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR-3 ' (1) ·
'SR-404 WB ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'WB SR 802 Lake Ave' (1)
700061 (1) ·
700083 (1) ·
700137 (1) ·
700201 (1) ·
705910 (1) ·
880057 (1) ·
880059 (1) ·
880060 (1) ·
880065 (1) ·
880067 (1) ·
880068 (1) ·
890001 (1) ·
890021 (1) ·
930104 (1) ·
930318 (1) ·
930543 (1) ·
930544 (1) ·
934464 (1) ·
934465 (1) ·
937711 (1)
'.25 mi N of SR 706 ' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.7MI W OF US-1 ' (1) ·
'0.7MI WEST OF US-1 ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR 520 WB Indian River ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-404 WB - SR-513 ' (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) ·
N/A (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 not over waterway. (1)
Showing below up to 20 results in range #1 to #20.
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