Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- 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.
'BELCHER CANAL C-25 ' (1) ·
'Blue Lake Equalizer ' (1) ·
'BRANCH OF ICWW ' (1) ·
'BRITT CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'CANAL-1 ' (1) ·
'Cow Creek ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Halifax River ' (1) ·
'L.W.D.D. #10 ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'RIO MAR BAY ' (1)
'53RD STREET ' (1) ·
'BRITT RD ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'DAVIS ROAD ' (1) ·
'E. Minnesota Ave. ' (1) ·
'JUPITER BEACH RD ' (1) ·
'Magnolia Avenue ' (1) ·
'Maytown Road ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW 23RD AVE. ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'VETERANS WALK ' (1)
794014 (1) ·
794015 (1) ·
794032 (1) ·
885808 (1) ·
894000 (1) ·
894017 (1) ·
894018 (1) ·
930302 (1) ·
934125 (1) ·
935202 (1) ·
935203 (1) ·
935209 (1) ·
935303 (1) ·
937201 (1) ·
940041 (1) ·
940043 (1) ·
940068 (1)
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5Mi West of Kepler Rd. ' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'1Mi W of US-1 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'8.3 miles East of SR-415 ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'INSIDE RIVERSIDE PARK ' (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)
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 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 17 results in range #1 to #17.