Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'C-1 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Indian River Relief East' (1) ·
'L-12 Canal ' (1) ·
'N Fork Loxahatchee River' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 N/S TPK ' (1) ·
Indian River Relief East (1)
'Benoist Farms Rd ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'Levee Road ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'Palm Bay Parkway ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 (SR-5) ' (1) ·
SR-520 (1)
700078 (1) ·
700144 (1) ·
700196 (1) ·
705924 (1) ·
930006 (1) ·
930239 (1) ·
930806 (1) ·
931011 (1) ·
934711 (1) ·
936776 (1) ·
940050 (1) ·
940053 (1) ·
940162 (1) ·
940163 (1)
'0.26 Mi South of Pace Dr.' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'No. City Line Boca Raton ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-710 TPK Interchange ' (1) ·
SR-520 - Indian River Relief (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 14 results in range #1 to #14.
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