Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'Blue Cypress Marsh ' (1) ·
'Danforth Creek ' (1) ·
'Habitat Connectivity ' (1) ·
'Header Creek Canal ' (1) ·
'Indian River Relief ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'Miami Canal L-25 ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Padgett Branch Marsh ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns River Relief ' (1) ·
'Ten Mile Creek ' (1)
Critical 006b:
Facility 007:
'6 Ave S to NB I-95' (1) ·
'EB SR 70 ' (1) ·
'NB SR-615 ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'SB SR-615 ' (1) ·
'SR 70 EB ' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR-40 WB ' (1) ·
'SR-415 ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR70 EB Okeechobee' (1) ·
'US-192 EB ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR - 714 ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
700234 (1) ·
790194 (1) ·
790220 (1) ·
880092 (1) ·
880093 (1) ·
880095 (1) ·
880097 (1) ·
880099 (1) ·
890135 (1) ·
930376 (1) ·
930478 (1) ·
930510 (1) ·
930511 (1) ·
930537 (1) ·
930538 (1) ·
934468 (1) ·
934469 (1) ·
940146 (1) ·
940147 (1) ·
940154 (1) ·
940156 (1) ·
940157 (1)
Location 009:
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'1mi. west of CR-613 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'At John Stretch Park ' (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) ·
'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) ·
26404904 (1) ·
26414539 (1) ·
26414600 (1) ·
26555790 (1) ·
27102072 (1) ·
27220381 (1) ·
27222310 (1) ·
27233900 (1) ·
27280680 (1) ·
27280700 (1) ·
27382800 (1) ·
27382850 (1) ·
27382860 (1) ·
27382980 (1) ·
27395790 (1) ·
28051366 (1) ·
28485627 (1) ·
29153216 (1)
Longitude 017:
80040610 (1) ·
80040879 (1) ·
80040933 (1) ·
80060834 (1) ·
80060838 (1) ·
80090390 (1) ·
80161373 (1) ·
80205810 (1) ·
80205900 (1) ·
80272980 (1) ·
80295150 (1) ·
80324763 (1) ·
80345659 (1) ·
80430030 (1) ·
80433200 (1) ·
80443870 (1) ·
80475780 (1) ·
80482471 (1) ·
80482472 (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: (Click arrow to add another value)
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) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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 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 22 results in range #1 to #22.
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