Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'C-17 CANAL ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL E-84 ' (1) ·
'CANAL-1 ' (1) ·
'COLLIER CREEK ' (1) ·
'DITCH NO. 34 ' (1) ·
'EL RIO CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Kellers Canal ' (1) ·
'L-19 Canal ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'North Relief Canal ' (1) ·
'South Relief Canal ' (1) ·
'Spruce Creek ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'Tomoka River ' (1)
'34th Avenue ' (1) ·
'45TH STREET ' (1) ·
'56th Place North ' (1) ·
'BARBER STREET ' (1) ·
'CAMINO REAL ' (1) ·
'CR-512 ' (1) ·
'CR605 Old Dixie ' (1) ·
'FLORESTA DR ' (1) ·
'HYPOLUXO RD. ' (1) ·
'KEEN RD (CR-611) ' (1) ·
'Levee Road ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MILITARY TRAIL ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SR-40 WB ' (1) ·
'SR802 (Lake Worth)' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'US-1 NB ' (1)
790027 (1) ·
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880042 (1) ·
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'.4mi. East of Congress ' (1) ·
'0.2 Mi. E OF I-95 ' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5MI S of CR-608 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'56th Place North ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'US-1 NB - Spruce Creek ' (1)
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81072482 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
Showing below up to 23 results in range #1 to #23.