Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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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.
'CANAL ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'HALF MILE LAKE ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Konomac Canal ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'Tillman Canal ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1)
'Aviation Ave. ' (1) ·
'Brittan Avenue ' (1) ·
'EB 706 To SB I-95 ' (1) ·
'Eldron Blvd ' (1) ·
'Fort Florida Road ' (1) ·
'KELLER ROAD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SE 7TH STREET ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'STAR ISLAND WAY ' (1) ·
'Volco Road ' (1)
705908 (1) ·
705914 (1) ·
705915 (1) ·
794131 (1) ·
794133 (1) ·
794162 (1) ·
894001 (1) ·
894017 (1) ·
894018 (1) ·
894047 (1) ·
930384 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
935100 (1) ·
936262 (1) ·
936350 (1)
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'Tpk. SR 706 Interchange ' (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) ·
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 18 results in range #1 to #18.
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