Drilldown: bridge data
From Indian River Lagoon Project
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19534 (1)
'BOYNTON CANAL ' (1) ·
'C-17 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-3 Canal ' (1) ·
'E-4 Canal ' (1) ·
'HOWARD CREEK ' (1) ·
'I-4 ' (1) ·
'I-4 WB ' (1) ·
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'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'L-5 CANAL ' (1) ·
'LATERAL U CANAL ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Tide Relief Canal ' (1) ·
'W. Relief Indian River ' (1) ·
Indian River ICW (1)
'10TH AVE NORTH ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. WB' (1) ·
'CR-512 ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'EB SR706 ' (1) ·
'Graves Ave ' (1) ·
'Island Way ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'Lake Ida Road ' (1) ·
'LE CHALET BLVD ' (1) ·
'LYONS ROAD ' (1) ·
'Old Boynton Road ' (1) ·
'Orange camp Rd. ' (1) ·
'SR-44 ' (1) ·
'SR-44 WB ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-80 ' (1) ·
'SR-A1A ' (1) ·
'WB Blue Heron Blvd' (1) ·
'WB SR 706 ' (1) ·
'WESTMORELAND BLVD ' (1) ·
SR-518 (1)
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945250 (1)
'.2mi East of US-27 ' (1) ·
'.5mi E. of Indian R Dr. ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1 Mile East of I-95 ' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'A1A on Singer Island ' (1) ·
'Graves Ave over I-4 ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-44 WB over I-4 ' (1) ·
'SR-A1A over Halifax River' (1) ·
'W. of Jensen Bch. Cswy. ' (1) ·
SR-518 over Indian River (1)
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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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 29 results in range #1 to #29.