Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- 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-17 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CSX RR ' (1) ·
'E-1 Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-3 Canal ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'L-6 Canal ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Summit Boulevard ' (1) ·
'West Palm Beach Canal ' (1) ·
Horse Creek (1)
700007 (1) ·
700008 (1) ·
700206 (1) ·
705953 (1) ·
930240 (1) ·
930289 (1) ·
930292 (1) ·
930409 (1) ·
930412 (1) ·
930414 (1) ·
930466 (1) ·
934100 (1) ·
934295 (1) ·
934297 (1) ·
934362 (1)
'0.1 mi E of Minton Rd ' (1) ·
'0.2 Mi. E OF I-95 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1/2 mile W of SR-809 ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'Just West of I 95 ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
US-1 over Horse Creek (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
Showing below up to 15 results in range #1 to #15.
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