Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'ANGLE RD & BELCHER CANAL' (1) ·
'BELCHER C-25 CANAL ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'MOORES CREEK ' (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)
'CR68 ORNG AV 156.1' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'Juanita Ave. ' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
'NB SR-615 ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'PICOS RD 154.90 ' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR A1A ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SR91 SB TPK 157.9 ' (1)
940003 (1) ·
940004 (1) ·
940009 (1) ·
940020 (1) ·
940053 (1) ·
940055 (1) ·
940056 (1) ·
940057 (1) ·
940072 (1) ·
940073 (1) ·
940084 (1) ·
940085 (1) ·
940101 (1) ·
940102 (1) ·
940134 (1) ·
940148 (1) ·
940149 (1) ·
944014 (1) ·
944017 (1)
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.1Mi W of US-1 ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'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) ·
'2.9 MI N OF SR-70 ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (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)
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 19 results in range #1 to #19.