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.
'CANAL ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'Halifax River IWW ' (1) ·
'Lake Ashby Canal ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Miller Creek ' (1) ·
'MOORES CREEK ' (1) ·
'North Relief Canal ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'Trib to Spruce Creek ' (1) ·
'Tributary to Spruce Crk ' (1)
'INDIAN RIVER DRIVE' (1) ·
'Lake Ashby Road ' (1) ·
'PINE RIDGE WAY ' (1) ·
'PURDY LANE ' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SR-40 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'Tomoka Farms Rd ' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) NB ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'US-441 SR-15 ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'WB SR - 714 ' (1)
700007 (1) ·
700008 (1) ·
790132 (1) ·
794007 (1) ·
794008 (1) ·
794045 (1) ·
794146 (1) ·
880004 (1) ·
880029 (1) ·
890103 (1) ·
890135 (1) ·
930401 (1) ·
934322 (1) ·
937361 (1) ·
937363 (1) ·
937710 (1) ·
937711 (1) ·
937714 (1) ·
940020 (1)
'.7 mi S of Taylor Rd ' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.6 mi North of Taylor Rd' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'200ft. East of SR-415 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
'US-441 and SR-76 ' (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 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.