Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Waterway
& Kind 043a:
Concrete continuous
& Inspect Date 090:
07-16
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13728 (1) ·
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19545 (1)
'Belcher Canal (C-25) ' (1) ·
'Berrys Canal ' (1) ·
'C-18 Canal ' (1) ·
'Canal - D ' (1) ·
'CYPRESS CREEK ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'El Rio Canal E-4 ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'Jupiter Creek ' (1) ·
'Lateral A Canal ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'West Palm Beach Canal ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
Six Mile Creek (1)
'Boynton Bch Blvd. ' (1) ·
'CR-630 (41st St.) ' (1) ·
'INDIAN STREET ' (1) ·
'Indiantown Road ' (1) ·
'ISLAND WAY ' (1) ·
'NB SR-615 ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'PALMWOOD ROAD ' (1) ·
'SB SR-615 ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-44 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-715 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-808 Glades Road' (1) ·
'SR70 EB Okeechobee' (1) ·
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'US-1 NB ' (1) ·
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SR-46 (1)
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'.5mi So. of St Lucie Blvd' (1) ·
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'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
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'1mi. West of CR-613 ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-1SB - Spruce Cr. S. ' (1) ·
SR-46 over Six Mile Cr (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)
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 condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
Showing below up to 27 results in range #1 to #27.
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