Drilldown: bridge data
From Indian River Lagoon Project
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'Bear Wildlife Crossing ' (1) ·
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'SR 91 TPK ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
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'WB SR 80 ' (1) ·
INDIAN RIVER (1) ·
SR-401 (1)
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'CR68 ORNG AV 156.1' (1) ·
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'SB US-1/SR-5 ' (1) ·
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'SR 811 to SB I-95 ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-400 ' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'West Farms Road ' (1) ·
NASA CAUSEWAY EB (1) ·
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Overpass Ramp (1)
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'0.02 MI S/O LPGA Blvd ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
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'4.03Miles E of SR5 on A1A' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
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0.7 Mile N of SR-528 (1) ·
KENNEDY SPACE CENTER (1)
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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 not over waterway. (1)
Showing below up to 26 results in range #1 to #26.