Drilldown: bridge data
From Indian River Lagoon Project
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15580 (1) ·
15607 (1) ·
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'CAMINO CANAL ' (1) ·
'E-1 Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
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'I 95 SR 9 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
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'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1)
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'Clint Moore Road ' (1) ·
'CYPRESS WAY ' (1) ·
'E. CAMINO REAL ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'EB SR808 Glades Rd' (1) ·
'MILITARY TRAIL NB ' (1) ·
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'NEW ENGLAND BLVD ' (1) ·
'NW 13 ST ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-808 Glades Road' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
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'0.03Mi E of NW 15TH AVE ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
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'1 mile N of SR 794 Yamato' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'800 ft West of I 95 ' (1) ·
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'SR-91 FL TPK OVER SR-808 ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'WB SR800.2Mi west of US-1' (1)
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80121129 (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 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)
Showing below up to 26 results in range #1 to #26.
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