Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'EL RIO CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'Palmetto Park Road ' (1) ·
'SR 794 Yamato Rd ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'EB SR808 Glades Rd' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'PALMETTO PK RD EB ' (1) ·
'PALMETTO PK RD WB ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'WB Spanish River ' (1) ·
'WB SR808 Glades Rd' (1)
930154 (1) ·
930187 (1) ·
930188 (1) ·
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930198 (1) ·
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935209 (1) ·
935210 (1)
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.7MI W OF US-1 ' (1) ·
'0.7MI WEST OF US-1 ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'800 ft West of I 95 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'Boca Raton ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Just North of Exit 48 ' (1) ·
'Just South of Exit 48 ' (1) ·
'SR 808 / I 95 Interchange' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'WB SR800.2Mi west of US-1' (1)
26195316 (1) ·
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80074383 (1) ·
80101305 (1) ·
80101307 (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 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) ·
Bridge not over waterway. (1)
15528 (1) ·
157018 (1) ·
177838 (1) ·
20820 (1) ·
208200 (1) ·
38170 (1) ·
41640 (1) ·
53785 (1) ·
62460 (1) ·
6940 (1) ·
98895 (1)
Showing below up to 24 results in range #1 to #24.
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