Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Benoist Farms Rd ' (1) ·
'BIG BLUE TRACE ' (1) ·
'CR-880 ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'FLYING COW ROAD ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'Haverhill Rd ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'LYONS ROAD ' (1) ·
'Military Trail ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'Park Road ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'Service Road ' (1) ·
'SR-76 ' (1)
890048 (1) ·
930188 (1) ·
930199 (1) ·
930460 (1) ·
930472 (1) ·
930473 (1) ·
930474 (1) ·
930508 (1) ·
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930801 (1) ·
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934212 (1) ·
934213 (1) ·
934292 (1) ·
934295 (1) ·
934299 (1) ·
934517 (1) ·
934711 (1) ·
934731 (1)
'0.1MI W of US-98 / SR-441' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'AT SR-80 ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Boca Raton ' (1) ·
'By Indian Grove Dr. ' (1) ·
'LYONS ROAD SOUTH OF SR-80' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 19 results in range #1 to #19.
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