Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-15 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'C.S.X. R/R ' (1) ·
'Canal ' (1) ·
'CANAL C-17 ' (1) ·
'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CSX Railroad ' (1) ·
'FECRR ' (1) ·
'Halifax River IWW ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR-513 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'CONGRESS AVE ' (1) ·
'CR-700 ' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'I 95 SR 9 ' (1) ·
'Malabar Rd ' (1) ·
'Military Trail ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PARK AVE. W. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR-40 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'Woolbright Road ' (1)
Number 008:
700002 (1) ·
700083 (1) ·
700103 (1) ·
700149 (1) ·
704004 (1) ·
705953 (1) ·
790132 (1) ·
880057 (1) ·
880060 (1) ·
880065 (1) ·
880068 (1) ·
930085 (1) ·
930300 (1) ·
930303 (1) ·
930460 (1) ·
930499 (1) ·
930500 (1) ·
930520 (1) ·
931006 (1) ·
934164 (1) ·
934470 (1) ·
940015 (1) ·
940056 (1)
Location 009:
'0.1 mi E of Minton Rd ' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'At Exit 74 ' (1) ·
'INT. OF CR-700 & CR-880 ' (1) ·
'Just West of I 95 ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-80 & Military Trail ' (1) ·
'W of I 95 on Woolbright ' (1)
Latitude 016:
26252844 (1) ·
26262220 (1) ·
26271349 (1) ·
26302755 (1) ·
26305200 (1) ·
26403700 (1) ·
26410475 (1) ·
26453240 (1) ·
26475062 (1) ·
27241547 (1) ·
27265121 (1) ·
27333342 (1) ·
27333414 (1) ·
27385917 (1) ·
27385953 (1) ·
27595640 (1) ·
27595668 (1) ·
28124563 (1) ·
28124610 (1) ·
28313962 (1) ·
28314033 (1) ·
29171420 (1)
Longitude 017:
80042680 (1) ·
80043530 (1) ·
80052000 (1) ·
80052100 (1) ·
80052450 (1) ·
80052810 (1) ·
80053227 (1) ·
80064300 (1) ·
80102834 (1) ·
80215950 (1) ·
80232525 (1) ·
80253838 (1) ·
80362348 (1) ·
80362349 (1) ·
80401800 (1) ·
80410794 (1) ·
80410799 (1) ·
80424614 (1) ·
80472690 (1) ·
80472715 (1) ·
80513039 (1) ·
80513106 (1) ·
81030614 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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) ·
N/A (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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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:
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