Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'8th Street N ' (1) ·
'AIROSO BLVD. ' (1) ·
'CR-68 (Orange Ave)' (1) ·
'Dundas Court ' (1) ·
'N 13th Street ' (1) ·
'NB US-1 ' (1) ·
'North 14th Street ' (1) ·
'NORTH 2ND STREET ' (1) ·
'North 9th Street ' (1) ·
'Okeechobee Rd. ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SB US 1 ' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 N/S TPK 153.7' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'SR91 N/S TPK 156.6' (1) ·
'SR91 N/S TPK 167.2' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 144.6 ' (1)
940001 (1) ·
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945273 (1)
'.3 m N of Martin Co. line' (1) ·
'.3m N of Martin Co. line ' (1) ·
'0.1 Miles S. of Ave. D ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.42 MI NORTH OF SR-68 ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.3 miles east of I-95 ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'4MI W OF FL TRNPK ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'6.4 MI S OF INDIAN RVR CO' (1)
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80344892 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Showing below up to 22 results in range #1 to #22.