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.
'Atlantic Avenue ' (1) ·
'Cassadaga Road ' (1) ·
'CR708 125.4 ' (1) ·
'Haverhill Rd ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'SR-404 WB ' (1) ·
'SR-44 ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-17 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
Valkaria Road (1)
700079 (1) ·
700159 (1) ·
790002 (1) ·
790021 (1) ·
790086 (1) ·
790097 (1) ·
790149 (1) ·
790210 (1) ·
790217 (1) ·
890119 (1) ·
930064 (1) ·
930354 (1) ·
930355 (1) ·
930429 (1) ·
930474 (1) ·
934295 (1)
'0.1 MILE WEST OF I-95 ' (1) ·
'16Mi W of SR-7 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'Cassadaga Road over I-4 ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-17 over Deep Creek ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB-Tomoka River ' (1) ·
Valkaria Road and I-95 (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 16 results in range #1 to #16.
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