Drilldown: bridge data
From Indian River Lagoon Project
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'Belcher Canal (C-25) ' (1) ·
'C-51 Canal ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Konomac Canal ' (1) ·
'Kyoto Gardens Dr ' (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) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'Sweetwater Branch ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1) ·
'Trib to Spruce Creek ' (1)
'Aviation Ave. ' (1) ·
'Belvede to NB I-95' (1) ·
'Brittan Avenue ' (1) ·
'Caballero Ave ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Eldron Blvd ' (1) ·
'Fort Florida Road ' (1) ·
'KELLER ROAD ' (1) ·
'Kings Highway ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'PBIA Rp to NB I-95' (1) ·
'PBIA to SB I-95 ' (1) ·
'PINETREE LANE ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'Taylor Rd ' (1) ·
'Tomoka Farms Rd ' (1) ·
'US-92 WB ' (1) ·
'WEST LAKE DRIVE ' (1)
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940007 (1)
'0.04MI S OF FOREST HILL ' (1) ·
'0.2 mi East of SR-421 ' (1) ·
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'0.2 mi S of Jupiter Blvd ' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'North of Belvedere Rd ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'US-92 WB-Tomoka River ' (1)
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81205307 (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) ·
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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