Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Atlantic Ave. ' (1) ·
'Congress Ave. ' (1) ·
'I 95 SR 9 ' (1) ·
'Indiantown Rd. ' (1) ·
'MARINA BLVD. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR-5 (US-1) ' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SW 15TH AVE ' (1) ·
'US-98 (SR-80) ' (1)
890002 (1) ·
930163 (1) ·
930215 (1) ·
930375 (1) ·
930391 (1) ·
930402 (1) ·
930463 (1) ·
930508 (1) ·
930509 (1) ·
931009 (1) ·
931010 (1) ·
934461 (1) ·
934943 (1) ·
945272 (1)
'.5 mi East of I-95 ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'SR-5 S of Roosevelt BR ' (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)
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)
113642 (1) ·
131860 (1) ·
136198 (1) ·
157712 (1) ·
171592 (1) ·
196055 (1) ·
20400 (1) ·
27760 (1) ·
28194 (1) ·
28801 (1) ·
29495 (1) ·
59858 (1) ·
76340 (1)
Showing below up to 14 results in range #1 to #14.
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