Drilldown: bridge data
From Indian River Lagoon Project
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'Banana River ' (1) ·
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SR-401 (1)
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'CR68 ORNG AV 156.1' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'Dairy Rd ' (1) ·
'Emerson Drive ' (1) ·
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'Girard Blvd. ' (1) ·
'Jupiter Blvd. ' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
'MINUTE MAID RD 165' (1) ·
'PICOS RD 154.90 ' (1) ·
'Ranch Rd. ' (1) ·
'Richland Ave ' (1) ·
'SR-407 NB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
Grant Rd. (1) ·
NASA CAUSEWAY EB (1) ·
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Valkaria Road (1)
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'.05 mi N of Indian Rvr Co' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
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'0.25 Mi. West of SR-405 ' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
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'SR-407 NB at SR-528 WB ' (1) ·
'SR-528 EB - SR-401 ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - Sykes Creek ' (1) ·
0.7 Mile N of SR-528 (1) ·
1.3 Mi. East of CR-507 (1) ·
KENNEDY SPACE CENTER (1) ·
Valkaria Road and I-95 (1)
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80522877 (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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 29 results in range #1 to #29.