Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'CR 708 ' (1) ·
'CR 709 & FECRR ' (1) ·
'Cypress Creek ' (1) ·
'Drainage Canal ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'Header Canal ' (1) ·
'I-95 (SR 9) ' (1) ·
'PERENNIAL CANAL ' (1) ·
'SR-507 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'Ten Mile Creek ' (1)
700186 (1) ·
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'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'16Mi W of SR-7 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'CR 76A over I-95 ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR-507 over Crane Creek ' (1)
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80371675 (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)
Showing below up to 24 results in range #1 to #24.
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