Drilldown: bridge data
From Indian River Lagoon Project
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12271 (1) ·
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'BRANCH OF INDIAN RIVER ' (1) ·
'C-37 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CSX RR ' (1) ·
'E-1 CANAL ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'LATERAL A CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'M CANAL ' (1) ·
'N CANAL ' (1) ·
'Over D Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'TIDAL CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
'101ST STREET ' (1) ·
'20TH AVENUE ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'BARWICK RD ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'E Gateway Blvd ' (1) ·
'HAVERHILL ROAD ' (1) ·
'HOOD RD 110.944 ' (1) ·
'Hull Road ' (1) ·
'INDIAN STREET ' (1) ·
'ISLAND RD. ' (1) ·
'MINUTE MAID RD 165' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NW 20TH ST. EB ' (1) ·
'NW 5TH STREET ' (1) ·
'Old Dixie Highway ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'Palm Bay Library ' (1) ·
'PICOS RD 154.90 ' (1) ·
'RDBGH RD 170.14 ' (1) ·
'SIMARA STREET ' (1) ·
'SUMMIT BLVD ' (1) ·
'Tangerine Drive ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'YAMATO RD ' (1)
704256 (1) ·
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940060 (1)
'.2MI S of LINDELL BLVD ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7MI N OF LAKE IDA ROAD ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'10ft. E of Minton Road ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'Hull Road - I-95 ' (1) ·
'Old Dixie Hwy over I-95 ' (1)
26212592 (1) ·
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81091867 (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) ·
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 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 27 results in range #1 to #27.