Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'Congress Ave. ' (1) ·
'E Gateway Blvd ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-76 ' (1) ·
'SR806 Atlantic Ave' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1)
880057 (1) ·
880058 (1) ·
880059 (1) ·
880060 (1) ·
880065 (1) ·
880066 (1) ·
880067 (1) ·
880068 (1) ·
884082 (1) ·
884083 (1) ·
890115 (1) ·
890116 (1) ·
890117 (1) ·
890118 (1) ·
890127 (1) ·
930069 (1) ·
930163 (1) ·
930433 (1) ·
930434 (1)
'.25 mi East of I-95 ' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2.5 miles North of SR-706' (1) ·
'56th Place North ' (1) ·
'Just W. of Congress Ave.' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (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 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 19 results in range #1 to #19.
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