Drilldown: bridge data
From Indian River Lagoon Project
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19563 (1)
'CANAL E-4 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'E-2W Canal ' (1) ·
'HOWARD CREEK ' (1) ·
'ICWW ' (1) ·
'Indian River / ICW ' (1) ·
'Intracoastal Waterway ' (1) ·
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'LATERAL U CANAL ' (1) ·
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'LWDD E- 2W CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'SR 70 ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'SR-91 Turnpike ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'W. Relief Indian River ' (1) ·
'WARNER CREEK ' (1)
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
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'DIXIE HIGHWAY ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'E/B Atlantic Ave. ' (1) ·
'EB SR706 ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'LE CHALET BLVD ' (1) ·
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'SR 91 TPK SB 153.2' (1) ·
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'SR-91 TPK NB 131.0' (1) ·
'SR804 E Ocean Ave.' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'ST LUCIE W BLVD EB' (1) ·
'WB Okee. Blvd. ' (1) ·
'WB SR 706 ' (1) ·
'WESTMORELAND BLVD ' (1)
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'.5mi E. of Indian R Dr. ' (1) ·
'0.1MI W OF BAYSHORE BLVD ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.6MI W OF US-1 ' (1) ·
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'1 Mile S of Boynton Inlet' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Mile E of US441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'South Causeway over ICWW ' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
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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) ·
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 30 results in range #1 to #30.