Drilldown: bridge data
From Indian River Lagoon Project
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12122 (1) ·
12150 (1) ·
12178 (1) ·
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15195 (1) ·
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15582 (1) ·
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19422 (1) ·
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19445 (1) ·
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19534 (1)
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CANAL E-84 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Indian River Relief East' (1) ·
'L-12 Canal ' (1) ·
'LAKE OSBOURNE ' (1) ·
'Lake Washington Road ' (1) ·
'M-1 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'Miami Canal L-25 ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-3 ' (1) ·
'W. Relief Indian River ' (1) ·
Lake Washington Road (1)
'BRANT DR/CARL BOTT' (1) ·
'CORKSCREW BLVD. ' (1) ·
'CR 880 ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'DARWIN BLVD ' (1) ·
'I-95 NB ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'Levee Road ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'NW 27TH AVE. ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-80 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1) ·
I-95 SB (1)
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937367 (1) ·
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945262 (1)
'.2mi East of US-27 ' (1) ·
'.2MI S of LINDELL BLVD ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'At John Stretch Park ' (1) ·
'CR 880 AT SIX MILE BEND ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'W. of Jensen Bch. Cswy. ' (1) ·
I-95 SB -Lk Washington Rd (1)
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80482588 (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 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 26 results in range #1 to #26.
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