Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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'N Fork St. Lucie River ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'None ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR-404 ' (1) ·
'SR-9 (I-95) ' (1) ·
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'EB 706 To SB I-95 ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
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'Kings Highway ' (1) ·
'NB I 95 to Gateway' (1) ·
'NB I-95 to PBIA R ' (1) ·
'PBIA Rp to NB I-95' (1) ·
'PBIA to SB I-95 ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I-95 to PBIA ' (1) ·
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'SR 811 to SB I 95 ' (1) ·
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'US-1 SB ' (1) ·
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'1.5mi. N of SR-68 ' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'11.4Mi N of Palm Beach Co' (1) ·
'2mi. East of SR-91 ' (1) ·
'3.9Mi N. of Palm Beach Co' (1) ·
'4.7Mi N. of Palm Beach Co' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'7.4Mi N. of Palm Beach Co' (1) ·
'7.9 Mi N of Palm Beach Co' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'800 ft West of I 95 ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'North of Belvedere Rd ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'Spanish R & I95 Csxrr Can' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'US-1 SB - SR-404 ' (1) ·
'US-192 EB - Indian River ' (1) ·
'US-92 WB-Tomoka River ' (1) ·
'West of Ernest Lyons Bri.' (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) ·
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)
Showing below up to 35 results in range #1 to #35.
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