Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Waterway
& Kind 043a:
Concrete continuous
& Direction 102:
2 - way
Use the filters below to narrow your results.
12230 (1) ·
12270 (1) ·
13728 (1) ·
13729 (1) ·
13789 (1) ·
13791 (1) ·
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15817 (1) ·
15828 (1) ·
16087 (1) ·
16100 (1) ·
19192 (1) ·
19209 (1) ·
19383 (1)
'Berrys Canal ' (1) ·
'BOLLES CANAL (L-21) ' (1) ·
'Bulow Creek ' (1) ·
'C-51 CANAL ' (1) ·
'Canal - D ' (1) ·
'Conners Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Drainage Canal ' (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) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'Goat Creek ' (1) ·
'Halifax River ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'Indian River Relief ' (1) ·
'Jupiter Creek ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lateral A Canal ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'Rose Bay Canal ' (1) ·
'WARNER CREEK ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
'WPB Canal (C-51) ' (1)
'27th Street ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-880 ' (1) ·
'DIXIE HIGHWAY ' (1) ·
'FLYING COW ROAD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'INDIAN STREET ' (1) ·
'Indiantown Road ' (1) ·
'ISLAND WAY ' (1) ·
'Main Street ' (1) ·
'Maytown Road ' (1) ·
'MILITARY TRAIL ' (1) ·
'Orange Avenue ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'SR-44 ' (1) ·
'SR-518 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-715 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-808 Glades Road' (1) ·
'Tadlock Ave. ' (1) ·
'US-27 (SR-25) ' (1) ·
'US-98 (SR-80) ' (1) ·
'US98/441 SR15/700 ' (1) ·
'Walter Boardman Ln' (1)
700183 (1) ·
704191 (1) ·
790149 (1) ·
790150 (1) ·
794120 (1) ·
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934136 (1) ·
934292 (1) ·
934318 (1) ·
940143 (1) ·
944012 (1)
'.5mi So. of St Lucie Blvd' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'11.4Mi N of Palm Beach Co' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'2.3 Mi. East of I-95 ' (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) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'Just west of I-95 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'US-27 OVER BOLLES CANAL ' (1)
26214420 (1) ·
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463 (1) ·
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605 (1) ·
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6761 (1) ·
7100 (1) ·
883 (1) ·
978 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 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)
1050 (1) ·
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6940 (1) ·
7114 (1) ·
79810 (1) ·
8175 (1) ·
82412 (1) ·
84148 (1) ·
96292 (1)
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