Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Berrys 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) ·
'Lake Worth Relief ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-3 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) ·
'WILLOUGHBY CREEK ' (1) ·
Banana River Relief (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'Blue Heron Blvd ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'INDIAN STREET ' (1) ·
'Indiantown Road ' (1) ·
'ISLAND WAY ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'PALMWOOD ROAD ' (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) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1) ·
'US-98 (SR-80) ' (1) ·
SR-46 (1) ·
SR-520 (1)
Number 008:
700192 (1) ·
700194 (1) ·
790149 (1) ·
790155 (1) ·
790156 (1) ·
790157 (1) ·
790158 (1) ·
790159 (1) ·
790160 (1) ·
894040 (1) ·
894044 (1) ·
930319 (1) ·
930402 (1) ·
930409 (1) ·
930410 (1) ·
930414 (1) ·
930415 (1) ·
930420 (1) ·
930438 (1) ·
930471 (1) ·
930545 (1) ·
934136 (1) ·
940143 (1)
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'0.1MI N of DONALD ROSS 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) ·
'1.4 miles east of I-95 ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-A1A East of ICWW ' (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) ·
SR-520 - Banana River (1)
Latitude 016:
26214420 (1) ·
26220391 (1) ·
26220396 (1) ·
26314057 (1) ·
26404695 (1) ·
26404846 (1) ·
26405778 (1) ·
26413800 (1) ·
26470126 (1) ·
26530408 (1) ·
26560189 (1) ·
26583556 (1) ·
27102110 (1) ·
27283673 (1) ·
28212829 (1) ·
28395620 (1) ·
29014148 (1) ·
29050202 (1) ·
29050250 (1) ·
29051082 (1) ·
29051110 (1) ·
29051903 (1) ·
29051931 (1)
Longitude 017:
80022352 (1) ·
80043190 (1) ·
80054930 (1) ·
80064817 (1) ·
80075210 (1) ·
80075632 (1) ·
80101354 (1) ·
80101677 (1) ·
80120775 (1) ·
80120925 (1) ·
80123610 (1) ·
80162947 (1) ·
80235569 (1) ·
80365438 (1) ·
80410200 (1) ·
80543618 (1) ·
80551845 (1) ·
80580163 (1) ·
80580170 (1) ·
80580651 (1) ·
80580732 (1) ·
80581106 (1) ·
80581203 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
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)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Deck Type 107:
Scour 113:
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)
Future 114:
Clearance 116:
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