Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service On 042a:
Highway
& Service Under 042b:
Waterway
& Kind 043a:
Concrete continuous
Use the filters below to narrow your results.
12238 (1) ·
12270 (1) ·
13732 (1) ·
13734 (1) ·
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19541 (1) ·
19545 (1)
'BOLLES CANAL (L-21) ' (1) ·
'Bulow Creek ' (1) ·
'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'Canal - D ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Drainage Canal ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Goat Creek ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Loxahatchee Slough ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rose Bay ' (1) ·
'Rose Bay Canal ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'West Palm Beach Canal ' (1) ·
Six Mile Creek (1)
'CR-630 (41st St.) ' (1) ·
'CR-880 ' (1) ·
'EB SR-710 ' (1) ·
'FLYING COW ROAD ' (1) ·
'Main Street ' (1) ·
'Maytown Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR70 WB Okeechobee' (1) ·
'Tadlock Ave. ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1) ·
'US-27 (SR-25) ' (1) ·
'US-98 (SR-80) ' (1) ·
'US98/441 SR15/700 ' (1) ·
'Walter Boardman Ln' (1) ·
'WB SR-710 ' (1) ·
SR-46 (1)
700194 (1) ·
700204 (1) ·
704191 (1) ·
790155 (1) ·
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930544 (1) ·
934292 (1) ·
940136 (1) ·
940143 (1) ·
940157 (1)
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'.5mi So. of St Lucie Blvd' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.85 mile South of Linton' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'03 mi N of SR 706 ' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'11.4Mi N of Palm Beach Co' (1) ·
'1mi. West of CR-613 ' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'3.9Mi N. of Palm Beach Co' (1) ·
'4 miles west of SR 7 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.7Mi N. of Palm Beach Co' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'7.4Mi N. of Palm Beach Co' (1) ·
'7.9 Mi N of Palm Beach Co' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'AT SR-80 ' (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 over Goat Creek ' (1) ·
'US-1 SB over Rose Bay ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-27 OVER BOLLES CANAL ' (1) ·
SR-46 over Six Mile Cr (1)
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81060638 (1) ·
81071865 (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) ·
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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 39 results in range #1 to #39.
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