Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12238 (1) ·
13729 (1) ·
13732 (1) ·
13733 (1) ·
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19443 (1) ·
19444 (1) ·
19541 (1) ·
19545 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'Bulow Creek ' (1) ·
'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'Conners Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'DRAINAGE CANAL ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Goat Creek ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'Loxahatchee Slough ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rose Bay Canal ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River Relief ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'CR-880 ' (1) ·
'EB SR-710 ' (1) ·
'INDIAN STREET ' (1) ·
'ISLAND WAY ' (1) ·
'Main Street ' (1) ·
'Maytown Road ' (1) ·
'NB SR-615 ' (1) ·
'PALMWOOD ROAD ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SB SR-615 ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-715 ' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR70 WB Okeechobee' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1) ·
'Walter Boardman Ln' (1) ·
'WB SR-710 ' (1) ·
SR-46 (1)
Number 008:
700194 (1) ·
700204 (1) ·
700205 (1) ·
790150 (1) ·
790155 (1) ·
790156 (1) ·
790157 (1) ·
790158 (1) ·
790159 (1) ·
790160 (1) ·
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940147 (1) ·
940157 (1)
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.85 mile South of Linton' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (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) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB over Goat Creek ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-1SB - Spruce Cr. S. ' (1) ·
SR-46 over Six Mile Cr (1)
Latitude 016:
26252840 (1) ·
26404182 (1) ·
26413800 (1) ·
26492016 (1) ·
26492039 (1) ·
26522014 (1) ·
26530408 (1) ·
26583556 (1) ·
27102110 (1) ·
27220381 (1) ·
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29242747 (1)
Longitude 017:
80043190 (1) ·
80052570 (1) ·
80075632 (1) ·
80101483 (1) ·
80101580 (1) ·
80123610 (1) ·
80144324 (1) ·
80205810 (1) ·
80205900 (1) ·
80235569 (1) ·
80270492 (1) ·
80323926 (1) ·
80324008 (1) ·
80324763 (1) ·
80324769 (1) ·
80410200 (1) ·
80543618 (1) ·
80545970 (1) ·
80580163 (1) ·
80580170 (1) ·
80580651 (1) ·
80580732 (1) ·
80581106 (1) ·
80581203 (1) ·
80581706 (1) ·
81044532 (1) ·
81060638 (1) ·
81071865 (1) ·
81112589 (1) ·
81112630 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
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:
Rebuilt 106:
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) ·
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)
Future 114:
Clearance 116:
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