Drilldown: bridge data
From Indian River Lagoon Project
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'Canal - D ' (1) ·
'CANAL C-24 ' (1) ·
'CSX RR ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9)/CSXRR ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'L-14 CANAL ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
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'10th Ave North over I 95 ' (1) ·
'10th Ave over I 95 ' (1) ·
'2 miles west of Turnpike ' (1) ·
'4 miles west of SR 7 ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'CR-516 over I-95 ' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
'I 95 Exit 56 ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'North of P. Beach Airport' (1) ·
'SR 80/ I-95 interchange ' (1)
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81061122 (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) ·
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 not over waterway. (1)
Showing below up to 22 results in range #1 to #22.
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