Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'C-15 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL C-17 ' (1) ·
'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'FECRR ' (1) ·
'I-4 ' (1) ·
'Misner Branch ' (1) ·
'SR 91 TPK ' (1) ·
'SR-513 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'Sykes Creek ' (1)
'CONGRESS AVE ' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'Enterprise Rd. ' (1) ·
'I 95 SR 9 ' (1) ·
'Main Trail ' (1) ·
'Military Trail ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PARK AVE. W. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'Sykes Creek Pkwy ' (1)
700002 (1) ·
700080 (1) ·
700082 (1) ·
700083 (1) ·
700103 (1) ·
700146 (1) ·
700148 (1) ·
700149 (1) ·
704011 (1) ·
790191 (1) ·
796000 (1) ·
930460 (1) ·
930499 (1) ·
930500 (1) ·
930520 (1) ·
931006 (1) ·
934164 (1) ·
934470 (1) ·
940056 (1)
'.8 Mile North of SR-520 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'1.5 miles South of SR 806' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'At Exit 74 ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-80 & Military Trail ' (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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
11243 (1) ·
12318 (1) ·
12839 (1) ·
171592 (1) ·
181308 (1) ·
21347 (1) ·
36435 (1) ·
369555 (1) ·
43375 (1) ·
4414 (1) ·
7008 (1) ·
74605 (1)
Showing below up to 19 results in range #1 to #19.
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