Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- 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.
'C-104 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'CANAL C-104 ' (1) ·
'Canal C-46 ' (1) ·
'CANAL E-4 ' (1) ·
'Konomac Canal ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'M-1 CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'Rose Bay Canal ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'Turkey Creek ' (1)
'Americana Blvd. ' (1) ·
'Briar Creek Blvd. ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'DUNN ROAD ' (1) ·
'Eldron Blvd. ' (1) ·
'Fort Florida Road ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'Main Street ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'Quantum Blvd. ' (1) ·
'S. VERDE TRAIL ' (1) ·
'SELVITZ ROAD ' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'VETERANS WALK ' (1)
705500 (1) ·
705917 (1) ·
705918 (1) ·
794122 (1) ·
794162 (1) ·
885808 (1) ·
934482 (1) ·
934903 (1) ·
935307 (1) ·
935308 (1) ·
936375 (1) ·
937367 (1) ·
945269 (1) ·
945270 (1) ·
945271 (1) ·
949901 (1)
'0.19Mi. E of Congress Ave' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2MI. W of NW STJAMES DR' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'100 ft E of Minton Road ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'At S Military Trail ' (1) ·
'INSIDE RIVERSIDE PARK ' (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) ·
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 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 not over waterway. (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 16 results in range #1 to #16.
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