Drilldown: bridge data
From Indian River Lagoon Project
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'.5mi E. of Indian R Dr. ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Between SR 710 and 786 ' (1) ·
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'E Congress Ave. & W I-95 ' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'South of Ramp to SR 706 ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SW quadrant PB Int Airprt' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'Tpk. / SR 706 Interchange' (1) ·
'West of Ernest Lyons Bri.' (1)
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8600 (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 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)
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