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:
'BOYNTON CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'DRAINAGE CANAL ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FECRR ' (1) ·
'HOWARD CREEK ' (1) ·
'L-38 CANAL ' (1) ·
'Lake Gertie ' (1) ·
'Long Creek ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR 70 ' (1) ·
'SR-91 Turnpike ' (1)
Critical 006b:
Facility 007:
'CR-92 WB ' (1) ·
'EB Okee. Blvd. ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'JOG ROAD (SB) ' (1) ·
'JOG ROAD SB ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'NB US-1 ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'US-1 NB ' (1) ·
'WB Martin Downs Bd' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
790087 (1) ·
794121 (1) ·
890001 (1) ·
890021 (1) ·
890143 (1) ·
930418 (1) ·
934222 (1) ·
934346 (1) ·
934468 (1) ·
934469 (1) ·
934913 (1) ·
934918 (1) ·
934934 (1) ·
934935 (1) ·
940079 (1) ·
940082 (1) ·
940104 (1) ·
940105 (1) ·
940134 (1) ·
940135 (1) ·
940139 (1) ·
940140 (1) ·
940951 (1)
Location 009:
'.3m N of Martin Co. line ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2mi. East of SR-91 ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'US-1 NB - FECRR ' (1)
Latitude 016:
26252706 (1) ·
26304774 (1) ·
26304823 (1) ·
26322014 (1) ·
26322087 (1) ·
26342010 (1) ·
26422263 (1) ·
26422701 (1) ·
27023798 (1) ·
27023948 (1) ·
27103152 (1) ·
27154501 (1) ·
27160498 (1) ·
27161795 (1) ·
27161803 (1) ·
27173677 (1) ·
27173720 (1) ·
27224619 (1) ·
27244449 (1) ·
27244459 (1) ·
28493662 (1) ·
29031702 (1)
Longitude 017:
80060834 (1) ·
80060838 (1) ·
80070222 (1) ·
80070240 (1) ·
80072177 (1) ·
80072244 (1) ·
80074643 (1) ·
80083008 (1) ·
80084773 (1) ·
80085039 (1) ·
80135984 (1) ·
80153061 (1) ·
80171083 (1) ·
80192218 (1) ·
80193090 (1) ·
80210806 (1) ·
80221024 (1) ·
80221116 (1) ·
80231141 (1) ·
80240662 (1) ·
80240727 (1) ·
80511328 (1) ·
81184073 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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:
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