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.
'CANAL C-17 ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'JONES CREEK ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Loxahatchee Slough ' (1) ·
'SIMS CREEK ' (1) ·
'SR 91 TPK ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'ST LUCIE CANAL ' (1)
'33rd Street ' (1) ·
'37th Street ' (1) ·
'CENTER STREET ' (1) ·
'CR-630 (41st St.) ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'NB I 95 SR9 ' (1) ·
'Northlake Blvd. EB' (1) ·
'PARK AVE. W. ' (1) ·
'SB I 95 SR9 ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'US-1 (SR-5) ' (1) ·
'US-98 (SR-80) ' (1)
884100 (1) ·
884101 (1) ·
884104 (1) ·
890066 (1) ·
890150 (1) ·
930005 (1) ·
930053 (1) ·
930371 (1) ·
930372 (1) ·
930381 (1) ·
930419 (1) ·
930450 (1) ·
934146 (1) ·
934147 (1) ·
934164 (1) ·
934168 (1)
'.25m W of US-1 on US-98 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'I 95 SR706 interchange ' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (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 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) ·
Bridge not over waterway. (1)
Showing below up to 16 results in range #1 to #16.