Drilldown: bridge data
From Indian River Lagoon Project
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'Banana River ' (1) ·
'CANAL ' (1) ·
'Gatlin Blvd ' (1) ·
'I-4 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'PGA Blvd SR 786 ' (1) ·
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'4TH STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'Enterprise Rd. ' (1) ·
'I 95 NB SR 9 ' (1) ·
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700110 (1) ·
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700143 (1) ·
790086 (1) ·
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880020 (1) ·
880063 (1) ·
884019 (1) ·
884022 (1) ·
884027 (1) ·
884038 (1) ·
930335 (1) ·
930336 (1) ·
930370 (1) ·
940108 (1)
'1 Mile S of Boynton Inlet' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'US-1 NB - Turnbull Creek ' (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) ·
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)
Showing below up to 15 results in range #1 to #15.
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