Drilldown: bridge data
From Indian River Lagoon Project
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'Barge Canal ' (1) ·
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'CANAL C-108 ' (1) ·
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'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'Miller Creek ' (1) ·
'MOORES CREEK ' (1) ·
'North Relief Canal ' (1) ·
'RANGE LINE CANAL ' (1) ·
'Tillman Canal ' (1) ·
'Trib to Spruce Creek ' (1) ·
'Tributary to Spruce Crk ' (1) ·
'W.P.B. Canal (C-51) ' (1)
'21ST ST SW ' (1) ·
'CARLTON RD (CR613)' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-880 ' (1) ·
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'CR611B(EDWARDS RD)' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'JORGENSEN RD ' (1) ·
'Maytown Road ' (1) ·
'Minton Road CR-509' (1) ·
'NORTH MACEDO BLVD ' (1) ·
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'PURDY LANE ' (1) ·
'SELVITZ RD. ' (1) ·
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'SR-805 (Dixie Hwy)' (1) ·
'Tomoka Farms Rd ' (1) ·
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'.7 mi S of Taylor Rd ' (1) ·
'.75 miles South of SR-882' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
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'0.5 MI WEST OF SR-809 ' (1) ·
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'0.6 mi North of Taylor Rd' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
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'2.1MI S of SR-70 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2MI E of SR-76 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'3MI S of SR-70 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
'US-192 EB - Indian River ' (1)
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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) ·
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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