Drilldown: bridge data
From Indian River Lagoon Project
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'ANGLE RD & BELCHER CANAL' (1) ·
'BELCHER C-25 CANAL ' (1) ·
'Belcher Canal (C-25) ' (1) ·
'BIG MUD CREEK ' (1) ·
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'Canal No. 1 ' (1) ·
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'FEC Railroad ' (1) ·
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'FPL Nuc Plant Intake Cnl' (1) ·
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'LITTLE MUD CREEK ' (1) ·
'Moore's Creek ' (1) ·
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'Relief E.of North Bridge' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'TAYLOR CREEK ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'TEN MILE CREEK ' (1)
'CR-707(Citrus Ave)' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'Hanley Rd. S 25th ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'Juanita Ave. ' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
'NB SR-615 ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'NORTH 2ND STREET ' (1) ·
'PICOS RD 154.90 ' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR A1A ' (1) ·
'SR AIA ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'US-1 (SR-5) ' (1)
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'0.1MI S of SEAWAY DR A1A ' (1) ·
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'0.83 MI N FPL POWER PLANT' (1) ·
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'1.25mi N of SR-68 ' (1) ·
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'1.83 MILES N OF SR-68 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'South Causeway over ICWW ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 31 results in range #1 to #31.
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