Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'Australian Ave and Canal' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'C-44 Intake Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'E-2 Canal ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Habitat Connectivity ' (1) ·
'Header Creek Canal ' (1) ·
'Indian River Relief ' (1) ·
'Kings Road ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'Loxahatchee Slough ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'Rio Mar Bay ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 91 TPK ' (1) ·
'St. Johns River Relief ' (1) ·
'Ten Mile Creek ' (1)
Critical 006b:
Facility 007:
'6 Ave S to NB I-95' (1) ·
'Bay Drive ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'EB SR 70 ' (1) ·
'EB SR-710 ' (1) ·
'HOOD RD 110.944 ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'Pioneer Road ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'SR 70 EB ' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR-40 WB ' (1) ·
'SR-407 ' (1) ·
'SR-415 ' (1) ·
'SR-60 EB ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'US-192 EB ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR-710 ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
700090 (1) ·
700234 (1) ·
790194 (1) ·
790220 (1) ·
880097 (1) ·
885811 (1) ·
894057 (1) ·
930376 (1) ·
930441 (1) ·
930477 (1) ·
930478 (1) ·
930480 (1) ·
930510 (1) ·
930511 (1) ·
930535 (1) ·
930536 (1) ·
934136 (1) ·
934468 (1) ·
934469 (1) ·
934721 (1) ·
940143 (1) ·
940154 (1) ·
940156 (1)
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR-40 WB - Habitat Connec' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'US-192 EB - Indian Riv ' (1)
Latitude 016:
26304774 (1) ·
26304823 (1) ·
26363990 (1) ·
26364054 (1) ·
26402370 (1) ·
26404904 (1) ·
26405302 (1) ·
26411352 (1) ·
26492016 (1) ·
26492039 (1) ·
26515528 (1) ·
26530408 (1) ·
26555790 (1) ·
27012740 (1) ·
27222310 (1) ·
27233900 (1) ·
27283673 (1) ·
27382938 (1) ·
27382980 (1) ·
28051366 (1) ·
28291220 (1) ·
28485627 (1) ·
29153216 (1)
Longitude 017:
80040610 (1) ·
80040879 (1) ·
80040933 (1) ·
80041281 (1) ·
80042805 (1) ·
80043190 (1) ·
80060834 (1) ·
80060838 (1) ·
80074430 (1) ·
80090390 (1) ·
80101483 (1) ·
80101580 (1) ·
80102610 (1) ·
80214090 (1) ·
80235569 (1) ·
80255958 (1) ·
80272980 (1) ·
80295150 (1) ·
80345659 (1) ·
80443870 (1) ·
80505570 (1) ·
81110777 (1) ·
81112630 (1)
Owner 022:
Built 027:
Lanes 028a:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
Channel 061:
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)
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
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