Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'Hypoluxo to SB I95' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'Lantana to I 95 SB' (1) ·
'NB I 95 SR 9 ' (1) ·
'SB I 95 to Lantana' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1)
930261 (1) ·
930262 (1) ·
930274 (1) ·
930275 (1) ·
930291 (1) ·
930292 (1) ·
930298 (1) ·
930299 (1) ·
934205 (1) ·
934206 (1) ·
934428 (1) ·
934900 (1) ·
934901 (1)
'0.2MI E OF US-441 (SR-7) ' (1) ·
'1MI W OF SR 809 ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'Lantana I 95 Interchange ' (1)
115000 (1) ·
116000 (1) ·
12000 (1) ·
13000 (1) ·
14000 (1) ·
22000 (1) ·
22500 (1) ·
6100 (1) ·
6400 (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 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)
10583 (1) ·
15000 (1) ·
199525 (1) ·
201260 (1) ·
20820 (1) ·
22555 (1) ·
24290 (1) ·
38170 (1) ·
39038 (1)
Showing below up to 13 results in range #1 to #13.
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