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.
'BOYNTON CANAL C-16 ' (1) ·
'CANAL E-1 ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'Creek ' (1) ·
'CYPRESS CREEK ' (1) ·
'E-2-E Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'Thompson River ' (1) ·
'Trib To Turnbull Creek ' (1)
'ARMONE PLACE ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'HARRIS RD ' (1) ·
'Indian Lake Road ' (1) ·
'Lake Worth Road ' (1) ·
'LAWRENCE ROAD ' (1) ·
'LOCKS ROAD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'Military Trail ' (1) ·
'PALOMINO DRIVE ' (1) ·
'PIONEER ROAD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'WEST LAKE DRIVE ' (1) ·
'Williams Road ' (1)
790801 (1) ·
794061 (1) ·
794063 (1) ·
894050 (1) ·
894051 (1) ·
930456 (1) ·
934128 (1) ·
934129 (1) ·
934138 (1) ·
934221 (1) ·
934328 (1) ·
934347 (1) ·
934489 (1) ·
934515 (1) ·
934914 (1) ·
934940 (1) ·
936262 (1) ·
936263 (1)
'0.25 W of Turnbull Bay Rd' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT SR-7 US-441 ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'Lake Worth Rd at FL Trnpk' (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 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)
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 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 18 results in range #1 to #18.
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