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.
'BRANCH OF ICWW ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax Canal ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'Reed Canal ' (1)
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'Center Avenue ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'DUDA ROAD ' (1) ·
'E. CAMINO REAL ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LINTON BLVD. ' (1) ·
'MISSION HILL ROAD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'S. LAKE DRIVE ' (1) ·
'SW 22ND WAY ' (1)
795521 (1) ·
796500 (1) ·
884036 (1) ·
884038 (1) ·
884047 (1) ·
885601 (1) ·
930322 (1) ·
934126 (1) ·
934408 (1) ·
934502 (1) ·
934519 (1) ·
935206 (1) ·
935303 (1) ·
935305 (1) ·
935306 (1) ·
936550 (1)
'0.1MI E of SW 9TH AVE ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.6MI E OF US-1 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At Intersection w LPGA BL' (1) ·
'Intrsect w Reed Canal Rd ' (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)
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 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)
Showing below up to 16 results in range #1 to #16.