Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'ARCHIES CREEK ' (1) ·
'C-3 Canal ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Drainage Canal ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'Groover Creek ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Little Haw Creek ' (1) ·
'Loxahatchee Slough ' (1) ·
'Northlake Blvd. WB ' (1) ·
'RCA 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) ·
'CR-611 (45th ST.) ' (1) ·
'Lake Ida Road ' (1) ·
'Loxahatchee Slough' (1) ·
'MARINA BLVD. ' (1) ·
'Marsh Road ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Northlake Blvd. EB' (1) ·
'Old Dixie Highway ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'PROSPERITY FARM RD' (1) ·
'SE Ebbtide Ave. ' (1)
794036 (1) ·
794067 (1) ·
794123 (1) ·
794124 (1) ·
884085 (1) ·
884093 (1) ·
884100 (1) ·
884101 (1) ·
884102 (1) ·
884103 (1) ·
884105 (1) ·
894047 (1) ·
894055 (1) ·
934137 (1) ·
934139 (1) ·
934167 (1) ·
934168 (1) ·
934943 (1) ·
934944 (1) ·
934963 (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) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1Mi E of CR809/Military T' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (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) ·
'S SIDE OF RCA/MONET ROAD ' (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) ·
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 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 20 results in range #1 to #20.
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