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.
'Canal C-54 ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Little Cow Creek ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Miller Creek ' (1) ·
'Reed Canal ' (1) ·
'Samsula Canal ' (1) ·
'Tomoka River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'Babcock Street ' (1) ·
'Cow Creek Road ' (1) ·
'CR 880 ' (1) ·
'Emerson Drive ' (1) ·
'Fountainhead Blvd.' (1) ·
'Hunting Camp Road ' (1) ·
'Jupiter Blvd. ' (1) ·
'LPGA Blvd ' (1) ·
'MERCER AVE ' (1) ·
'Old Dixie Hwy. ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'Samsula Drive ' (1) ·
'Tomoka Farms Rd ' (1) ·
'Williams Road ' (1)
704154 (1) ·
705603 (1) ·
705906 (1) ·
705909 (1) ·
794008 (1) ·
794016 (1) ·
794038 (1) ·
794063 (1) ·
794130 (1) ·
794184 (1) ·
794185 (1) ·
796500 (1) ·
930038 (1) ·
937708 (1)
'.05 mi N of Indian Rvr Co' (1) ·
'.7 mi S of Taylor Rd ' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.4 Mile West of I-95 ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'CR 880 AT SIX MILE BEND ' (1) ·
'Intrsect w Reed Canal Rd ' (1)
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 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)
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 14 results in range #1 to #14.
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