Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'12th Avenue South ' (1) ·
'Berrys Canal ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CR-3 ' (1) ·
'Deep Creek ' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'St Johns River Relief ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1) ·
'W. Relief Indian River ' (1)
'CORKSCREW BLVD. ' (1) ·
'CR 880 ' (1) ·
'CR708 125.4 ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'Haverhill Rd ' (1) ·
'I 95 SR 9 ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'NW 27TH AVE. ' (1) ·
'SR-404 WB ' (1) ·
'SR-44 ' (1) ·
'SR-46 ' (1) ·
'SR-80 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SW 23RD AVE. ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-17 ' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1)
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'.2mi East of US-27 ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'1 mile North of SR 812 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'CR 880 AT SIX MILE BEND ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-17 over Deep Creek ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB-Tomoka River ' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
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81232561 (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 23 results in range #1 to #23.
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