Drilldown: bridge data
From Indian River Lagoon Project
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'Brando Canal ' (1) ·
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'Gabordy's Canal ' (1) ·
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'LWDD E 3-1/2 CANAL ' (1) ·
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'N Fork Loxahatchee River' (1) ·
'RETENTION POND ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 N/S TPK ' (1) ·
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'Barracuda Blvd. ' (1) ·
'Benoist Farms Rd ' (1) ·
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'Cow Creek Road ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
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'I-95 ' (1) ·
'Levee Road ' (1) ·
'LINTON BLVD. ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'NW 13 ST ' (1) ·
'PINE LAKE ROAD ' (1) ·
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'SW THIRD ST ' (1) ·
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'.2MI S of LINDELL BLVD ' (1) ·
'0.03Mi E of NW 15TH AVE ' (1) ·
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'0.1MI W of HAVERHILL RD. ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1.2MI. W of US-1 ' (1) ·
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'2.6 MI S OF FT PIER INTCH' (1) ·
'200ft. S of 10th Street ' (1) ·
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'3.3 Miles West of US-1 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'At John Stretch Park ' (1) ·
'At SR-7/US-441 ' (1) ·
'At US-441/SR-7 ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-95 over US-192 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-710 TPK Interchange ' (1)
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80563010 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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 31 results in range #1 to #31.