Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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19550 (1)
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'C-23 CANAL ' (1) ·
'C-54 Canal ' (1) ·
'Dirksen Drive ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Header Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
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'Military Trail & CSX RR ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'Padgett Creek ' (1) ·
'SR-44 ' (1) ·
'SR-524 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-76 ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'Tomoka River ' (1) ·
'US-1 ' (1) ·
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'EB SR808 Glades Rd' (1) ·
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'W/B S.R. 704 ' (1) ·
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'.7mi. E of Congress Ave. ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.1 Miles S of Oslo Rd. ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
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'7.0 mi. W of FL Turnpike ' (1) ·
'800 ft West of I 95 ' (1) ·
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'Jupiter Interchange/I-95 ' (1) ·
'South of St Lucie Canal ' (1) ·
'SR 808 / I 95 Interchange' (1) ·
'SR 808 I 95 Interchange ' (1)
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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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Showing below up to 30 results in range #1 to #30.