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-37 Canal ' (1) ·
'Canal ' (1) ·
'E-1 CANAL ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lateral D Canal ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'N CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'Over D Canal ' (1) ·
'Reed Canal ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'TIDAL CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
'20TH AVENUE ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'HOOD RD 110.944 ' (1) ·
'INDIAN STREET ' (1) ·
'Loxahatchee Slough' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NB SR 5 (US-1) ' (1) ·
'Northlake Blvd. EB' (1) ·
'Oak Lea Drive ' (1) ·
'Palm Bay Library ' (1) ·
'S. Burnett Rd ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SIMARA STREET ' (1) ·
'SR A1A ' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'Tangerine Drive ' (1) ·
'VANDEGRIFT-WILL RD' (1)
704193 (1) ·
704256 (1) ·
796548 (1) ·
884062 (1) ·
884098 (1) ·
894040 (1) ·
895504 (1) ·
930441 (1) ·
930541 (1) ·
930542 (1) ·
930543 (1) ·
930544 (1) ·
930546 (1) ·
930800 (1) ·
931012 (1) ·
934167 (1) ·
934168 (1) ·
934506 (1) ·
934922 (1) ·
934923 (1)
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'10ft. E of Minton Road ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'At Pluckebaum Rd ' (1) ·
'SR 91 at Jupiter Interch ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 not over waterway. (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 20 results in range #1 to #20.
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