Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'Berrys Canal ' (1) ·
'C-51 CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'Canal - D ' (1) ·
'Conners Canal ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Drainage Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Halifax River ' (1) ·
'Indian River Relief ' (1) ·
'Jupiter Creek ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'W. Relief Indian River ' (1) ·
'West Palm Beach Canal ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'Boynton Bch Blvd. ' (1) ·
'FLYING COW ROAD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'INDIAN STREET ' (1) ·
'Indiantown Road ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'Maytown Road ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-615 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB SR-615 ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-44 ' (1) ·
'SR-518 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-808 Glades Road' (1) ·
'SR-A1A ' (1) ·
'US-1 SB ' (1) ·
'US-98 (SR-80) ' (1)
Number 008:
700183 (1) ·
790147 (1) ·
790149 (1) ·
790150 (1) ·
790157 (1) ·
794139 (1) ·
794141 (1) ·
890130 (1) ·
890131 (1) ·
890138 (1) ·
894040 (1) ·
930402 (1) ·
930410 (1) ·
930414 (1) ·
930415 (1) ·
930420 (1) ·
930438 (1) ·
930446 (1) ·
934292 (1) ·
934934 (1) ·
934935 (1) ·
940143 (1) ·
940146 (1) ·
940147 (1)
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT 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) ·
'SR-7 & SR-80 intersection' (1) ·
'US-1SB - Spruce Cr. S. ' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
Latitude 016:
26220391 (1) ·
26220396 (1) ·
26314057 (1) ·
26322014 (1) ·
26391800 (1) ·
26404846 (1) ·
26405778 (1) ·
26405799 (1) ·
26560189 (1) ·
27033218 (1) ·
27033286 (1) ·
27102110 (1) ·
27150311 (1) ·
27280680 (1) ·
27280700 (1) ·
27283673 (1) ·
28081497 (1) ·
28504614 (1) ·
28504680 (1) ·
29014148 (1) ·
29015737 (1) ·
29050202 (1) ·
29083964 (1)
Longitude 017:
80041600 (1) ·
80064817 (1) ·
80072177 (1) ·
80072244 (1) ·
80075210 (1) ·
80101354 (1) ·
80101677 (1) ·
80120925 (1) ·
80123610 (1) ·
80133779 (1) ·
80141809 (1) ·
80142079 (1) ·
80162947 (1) ·
80175381 (1) ·
80205810 (1) ·
80205900 (1) ·
80235569 (1) ·
80360766 (1) ·
80545970 (1) ·
80551845 (1) ·
80580163 (1) ·
80590233 (1) ·
81044532 (1) ·
81060638 (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:
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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Future 114:
Clearance 116:
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