Drilldown: bridge data
From Indian River Lagoon Project
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'C-15 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL C-17 ' (1) ·
'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CR-5A ' (1) ·
'FECRR ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'Intracoastal Waterway ' (1) ·
'SR 91 TPK ' (1) ·
'SR-513 ' (1) ·
'SR-528 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'US-1 ' (1)
'CONGRESS AVE ' (1) ·
'Congress Avenue ' (1) ·
'CR-880 ' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'I 95 SR 9 ' (1) ·
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'0.1MI W of US-98 / SR-441' (1) ·
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'0.5mi. East of US-1 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'At Exit 74 ' (1) ·
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'I-95 SB - CR-5A ' (1) ·
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'SR-407 NB at SR-528 WB ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'SR-80 & Military Trail ' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
I-95 NB and CR-5A (1)
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81152780 (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 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 23 results in range #1 to #23.
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