Drilldown: bridge data
From Indian River Lagoon Project
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'Hidden Valley Canal C15 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
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'E. CAMINO REAL ' (1) ·
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'NW 20TH ST WB ' (1) ·
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'PALMETTO PK RD ' (1) ·
'PALMETTO PK RD EB ' (1) ·
'PALMETTO PK RD WB ' (1) ·
'S. VERDE TRAIL ' (1) ·
'Spanish River Blvd' (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 76.17' (1) ·
'SW 18TH ST ' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'US-1 (SR-5) ' (1) ·
'W. CAMINO REAL ' (1)
930006 (1) ·
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'0.03Mi E of CYPRESS WAY ' (1) ·
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.25 miles S/O SR 794 ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.3Mi E of Military Trail' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.7MI W OF US-1 ' (1) ·
'0.7MI WEST OF US-1 ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'At S Military Trail ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'No. City Line Boca Raton ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1)
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98900 (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)
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)
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