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.
'C-51 Canal ' (1) ·
'CANAL C-17 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'WB SR 80 ' (1) ·
'WPB CANAL C-51 ' (1)
'CONGRESS AVE ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'HARRIS RD ' (1) ·
'HATTON HIGHWAY ' (1) ·
'Levee Road ' (1) ·
'NB SR 807 ' (1) ·
'PARK AVE. W. ' (1) ·
'Park Road ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SB SR 807 ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'SUMMIT BLVD ' (1) ·
'US-98 (SR-80) ' (1)
930053 (1) ·
930381 (1) ·
930419 (1) ·
930450 (1) ·
930475 (1) ·
930476 (1) ·
930532 (1) ·
930533 (1) ·
930801 (1) ·
930805 (1) ·
930806 (1) ·
934164 (1) ·
934201 (1) ·
934251 (1) ·
934515 (1) ·
934553 (1) ·
935303 (1)
'.25m W of US-1 on US-98 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'1.2MI S OF US-98 ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'300FT East of CR-717 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SE quadrant PB Int Airpt ' (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 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 17 results in range #1 to #17.