Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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'Aurantia Rd. ' (1) ·
'C-18 Canal ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CR-5A ' (1) ·
'DRAINAGE CANAL ' (1) ·
'HOWARD CREEK ' (1) ·
'I-4 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'ICWW ' (1) ·
'Indian River ' (1) ·
'Indian River / ICW ' (1) ·
'IWW Indian River ' (1) ·
'LATERAL U CANAL ' (1) ·
'Little Lake Worth ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Johns River ' (1) ·
'Tide Relief Canal ' (1) ·
'W. Relief Indian River ' (1)
'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. WB' (1) ·
'CR-512 ' (1) ·
'CR-880 ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'Graves Ave ' (1) ·
'HATTON HIGHWAY ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'LYONS ROAD ' (1) ·
'Orange camp Rd. ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
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'SR-91 TPK NB 131.0' (1) ·
'SR-A1A ' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'WESTMORELAND BLVD ' (1)
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'.5mi E. of Indian R Dr. ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
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'1.9 Mi E of US-441 ' (1) ·
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'3.7 MI S. OF STUART INT. ' (1) ·
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'4.03Miles E of SR5 on A1A' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.5 Mi. N of SR-46 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'A1A on Singer Island ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'Graves Ave over I-4 ' (1) ·
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'N.OF PGA BLVD S.JUPITER ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SR 706 to I 95 Ramp ' (1) ·
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'SR-44 WB over I-4 ' (1) ·
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'W. of Jensen Bch. Cswy. ' (1) ·
I-95 NB and CR-5A (1)
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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 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 31 results in range #1 to #31.