Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- 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) ·
'COLLIER CREEK ' (1) ·
'DITCH NO. 34 ' (1) ·
'EL RIO CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Kellers Canal ' (1) ·
'L-19 Canal ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'Seaboard Coastline RR ' (1)
'45TH STREET ' (1) ·
'BARBER STREET ' (1) ·
'CAMINO REAL ' (1) ·
'CR-512 ' (1) ·
'DAVIS ROAD ' (1) ·
'FLORESTA DR ' (1) ·
'French Avenue ' (1) ·
'HYPOLUXO RD. ' (1) ·
'Levee Road ' (1) ·
'MILITARY TRAIL ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SR802 (Lake Worth)' (1)
794006 (1) ·
880042 (1) ·
885601 (1) ·
885602 (1) ·
885605 (1) ·
930073 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
934100 (1) ·
934318 (1) ·
934344 (1) ·
934960 (1) ·
937202 (1) ·
944008 (1) ·
945254 (1) ·
945260 (1)
'.4mi. East of Congress ' (1) ·
'0.2 Mi. E OF I-95 ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.1MI N of CR 512 ' (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) ·
'2 miles West of US-17 ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'6.3MI S of SoBay at US-27' (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) ·
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)
Showing below up to 17 results in range #1 to #17.
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