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.
'ATLANTIS WATERWAY ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'CANAL E-1 ' (1) ·
'Hillsboro Canal ' (1) ·
'Hypoluxo Rd. ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'None ' (1) ·
'Over D Canal ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'SWEETIE SLOUGH ' (1)
'ARMONE PLACE ' (1) ·
'CR-700 ' (1) ·
'Levee Road ' (1) ·
'NB I 95 to Gateway' (1) ·
'ORANGE TREE DR ' (1) ·
'Park Road ' (1) ·
'Private Road ' (1) ·
'S. Burnett Rd ' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR786 WB to SB I95' (1) ·
'SW 23RD AVE. ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'Tangerine Drive ' (1) ·
'TROON DR ' (1)
704193 (1) ·
894049 (1) ·
930085 (1) ·
930299 (1) ·
930302 (1) ·
930388 (1) ·
930435 (1) ·
930800 (1) ·
930801 (1) ·
930805 (1) ·
930806 (1) ·
930807 (1) ·
930812 (1) ·
934489 (1) ·
935001 (1) ·
935002 (1)
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'300FT East of CR-717 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'At Pluckebaum Rd ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'INT. OF CR-700 & CR-880 ' (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) ·
N/A (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.