Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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'Belcher Canal (C-25) ' (1) ·
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'Viera Blvd EB ' (1) ·
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'W/B S.R. 704 ' (1) ·
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'0.1 Mile West of A1A ' (1) ·
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'0.7MI W OF CONGRESS AVE.' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
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'1.5 mi. N. of SR 68 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'1mi. west of CR-613 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'At John Stretch Park ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'I-4 EB Ramp A to US-92 ' (1) ·
'Just N. of Southern Blvd ' (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 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 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 not over waterway. (1)
Showing below up to 37 results in range #1 to #37.
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