Drilldown: bridge data
From Indian River Lagoon Project
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'Belcher Canal (C-25) ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'COLLIER CREEK ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Crane Creek ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'HALF MILE LAKE ' (1) ·
'Halifax Canal Lateral ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'Sweetwater Branch ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1)
'BARBER STREET ' (1) ·
'Belvede to NB I-95' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'Dubber Road ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Jackson Street ' (1) ·
'KELLER ROAD ' (1) ·
'Kings Highway ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'PBIA Rp to NB I-95' (1) ·
'PINE LAKE ROAD ' (1) ·
'PINETREE LANE ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SE 7TH STREET ' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'Taylor Rd ' (1) ·
'Volco Road ' (1) ·
'WEST LAKE DRIVE ' (1)
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'.2MI S of LINDELL BLVD ' (1) ·
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'0.2 mi East of SR-421 ' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'North of Belvedere Rd ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SE quadrant PB Int Airprt' (1)
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81012325 (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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 24 results in range #1 to #24.
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