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 ' (1) ·
'Banana River Drive ' (1) ·
'Banana River Relief ' (1) ·
'CR-515 & Indian River ' (1) ·
'Danforth Creek ' (1) ·
'E-1 CANAL ' (1) ·
'FECRR ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'Lantana Road ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'North Relief Canal ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'SR-401 ' (1) ·
'SR-528 ' (1) ·
'Sykes Creek ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1) ·
SR-401 (1)
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'EB SR - 714 ' (1) ·
'Hypoluxo to SB I95' (1) ·
'Lantana to I 95 SB' (1) ·
'N CENTRAL PARK BLV' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-407 NB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'US-1 (SR-5) NB ' (1) ·
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'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-92 EB ' (1) ·
Overpass Ramp (1)
700015 (1) ·
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'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'Lantana I 95 Interchange ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-528 EB - SR-401 ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - Sykes Creek ' (1) ·
'US-1 NB - FECRR ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 SB over FECRR ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
0.7 Mile N of SR-528 (1)
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81052615 (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)
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 23 results in range #1 to #23.
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