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.
'Banana River ' (1) ·
'E-2 Canal ' (1) ·
'FIVE MILE CREEK ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Indian River Relief ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'OCEAN CANAL L-13 ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'TEN MILE CREEK ' (1)
'Banana River Drive' (1) ·
'CR611B(EDWARDS RD)' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'DUDA ROAD ' (1) ·
'HARRIS RD ' (1) ·
'Hatton Road ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'Levee Road ' (1) ·
'NW 2ND ST ' (1) ·
'NW 5TH STREET ' (1) ·
'SAM SENTER RD ' (1) ·
'SE 7TH STREET ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-518 ' (1) ·
'SR-715 ' (1)
700183 (1) ·
704063 (1) ·
930030 (1) ·
930338 (1) ·
930360 (1) ·
930471 (1) ·
930805 (1) ·
930806 (1) ·
934513 (1) ·
934515 (1) ·
934519 (1) ·
934552 (1) ·
935100 (1) ·
940015 (1) ·
940067 (1) ·
940070 (1)
'0.2MI S OF EDWARDS RD ' (1) ·
'0.3 Mile West of SR-513 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'300FT East of CR-717 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At East Canal St. ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'SR-518 - Indian River Rel' (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)
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 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 16 results in range #1 to #16.