Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Cougar Wildlife Crossing' (1) ·
'Cypress Creek ' (1) ·
'Deer Wildlife Crossing ' (1) ·
'E-2W Canal ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Header Canal ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lantana Road ' (1) ·
'Long Creek ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'N Fork St. Lucie River ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'SR 811 & FEC RR ' (1) ·
'Ten Mile Creek ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I 95 to Lantana' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'SR-5 (US-1) NB ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'W/B Atlantic Ave ' (1) ·
'WB Forest Hill Bld' (1) ·
'WB PGA Blvd. ' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB SR 70 ' (1) ·
'WB SR 786 ' (1) ·
'WB St. Lucie Blvd.' (1)
Number 008:
700119 (1) ·
790201 (1) ·
790202 (1) ·
790205 (1) ·
790207 (1) ·
880103 (1) ·
880104 (1) ·
890115 (1) ·
890116 (1) ·
930275 (1) ·
930349 (1) ·
930440 (1) ·
930489 (1) ·
930492 (1) ·
930514 (1) ·
940114 (1) ·
940119 (1) ·
940122 (1) ·
940123 (1) ·
940139 (1) ·
940140 (1) ·
940144 (1) ·
940145 (1)
Location 009:
'.5 miles South of SR-70 ' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1st overpass east of I-95' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.1 Miles S of Oslo Rd. ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2mi. East of SR-91 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'SR 400 WB over Deer Wildl' (1)
Latitude 016:
26271450 (1) ·
26351625 (1) ·
26390300 (1) ·
26413720 (1) ·
26503900 (1) ·
26504098 (1) ·
26581961 (1) ·
26582109 (1) ·
27161795 (1) ·
27161803 (1) ·
27161886 (1) ·
27161895 (1) ·
27171853 (1) ·
27222475 (1) ·
27240492 (1) ·
27241193 (1) ·
27332870 (1) ·
27332944 (1) ·
28004737 (1) ·
29060018 (1) ·
29064300 (1) ·
29090099 (1) ·
29090120 (1)
Longitude 017:
80035722 (1) ·
80040535 (1) ·
80041025 (1) ·
80054200 (1) ·
80102700 (1) ·
80102980 (1) ·
80103697 (1) ·
80104046 (1) ·
80191739 (1) ·
80192218 (1) ·
80192691 (1) ·
80193090 (1) ·
80220651 (1) ·
80220740 (1) ·
80231981 (1) ·
80232174 (1) ·
80251602 (1) ·
80295022 (1) ·
80382659 (1) ·
81051410 (1) ·
81051478 (1) ·
81083300 (1) ·
81091401 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
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) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
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