Drilldown: bridge data
From Indian River Lagoon Project
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884077 (1) ·
884093 (1) ·
934139 (1) ·
934212 (1) ·
934228 (1) ·
934282 (1) ·
934361 (1) ·
934367 (1) ·
934499 (1) ·
934960 (1) ·
934964 (1) ·
934965 (1) ·
935215 (1)
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (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 (including piles) on dry land well above flood water elevations. (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 13 results in range #1 to #13.
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