Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'ARCHIES CREEK ' (1) ·
'C-3 Canal ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'E-1 Canal ' (1) ·
'E-1-E CANAL ' (1) ·
'Groover Creek ' (1) ·
'Halifax Canal ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Little Haw Creek ' (1) ·
'RCA CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Salerno Creek ' (1)
'13th Street SW ' (1) ·
'33rd Street ' (1) ·
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'57th Street ' (1) ·
'5th Street SW ' (1) ·
'Airport Road ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'AUDUBON CSWY ' (1) ·
'Center Avenue ' (1) ·
'Lake Ida Road ' (1) ·
'MARINA BLVD. ' (1) ·
'Marsh Road ' (1) ·
'NORFOLK BLVD. ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'PROSPERITY FARM RD' (1) ·
'SE Ebbtide Ave. ' (1) ·
'Stribling Way ' (1)
794036 (1) ·
794067 (1) ·
795521 (1) ·
884085 (1) ·
884093 (1) ·
884100 (1) ·
884101 (1) ·
884103 (1) ·
884105 (1) ·
894047 (1) ·
894055 (1) ·
934137 (1) ·
934139 (1) ·
934301 (1) ·
934943 (1) ·
934944 (1) ·
934963 (1) ·
936451 (1) ·
937003 (1)
'.06mi E OF LANDS END ROAD' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1Mi E of Tymber Crk Rd.' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1 miles North of US-92 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'At Intersection w LPGA BL' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'StriblingWay ovr E-1canal' (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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 19 results in range #1 to #19.
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