Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL C-16 ' (1) ·
'C-15 CANAL ' (1) ·
'C-18 Canal ' (1) ·
'CANAL C-24 ' (1) ·
'Canal L-14 ' (1) ·
'CSX RR ' (1) ·
'E-3 Canal ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Frazier Creek ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'L-14 CANAL ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'Summit Boulevard ' (1) ·
'Thompson River ' (1)
'10th Ave. North ' (1) ·
'10th Ave North ' (1) ·
'BELVEDERE ROAD ' (1) ·
'CONGRESS AVE ' (1) ·
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'.5 mi East of I-95 ' (1) ·
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'0.7 mi south of PGA Blvd.' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
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'1 mile West of US 1 ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'10th Ave North over I 95 ' (1) ·
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'1mi. N of Northlake Blvd.' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'5.7MI W OF US-1 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'City of Jupiter ' (1) ·
'CR-516 over I-95 ' (1) ·
'I 95 Exit 56 ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'SR-5 S of Roosevelt BR ' (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)
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) ·
Bridge not over waterway. (1)
Showing below up to 24 results in range #1 to #24.
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