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.
'BUTTERFLY CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'E-1 Canal ' (1) ·
'Earman River (C-17) ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'Intracoastal Waterway ' (1) ·
'L.W.D.D. #10 ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LWDD LATERAL 30 CANAL ' (1)
'BEL LIDO DRIVE ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'DAVIS ROAD ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'Forest Hill Blvd. ' (1) ·
'MISSION HILL ROAD ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB Spanish River ' (1)
930003 (1) ·
930006 (1) ·
930154 (1) ·
930226 (1) ·
930241 (1) ·
934327 (1) ·
934931 (1) ·
935202 (1) ·
935203 (1) ·
935209 (1) ·
935303 (1) ·
935305 (1) ·
935306 (1) ·
935900 (1) ·
937201 (1)
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'200ft. W of A1A ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'Just North of SR-850 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'WB SR800.2Mi west of US-1' (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 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 15 results in range #1 to #15.