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:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'C-15 CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'Cow Creek ' (1) ·
'CYPRESS CREEK ' (1) ·
'DANFORTH CREEK ' (1) ·
'DIRT FARM ROAD ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-38 CANAL ' (1) ·
'Lake Gertie ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RCA CANAL ' (1) ·
'Sykes Creek ' (1) ·
'Turnbull Creek ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'CONGRESS AVE ' (1) ·
'CR-707 (BEACH RD) ' (1) ·
'CR-713 ' (1) ·
'CR-92 WB ' (1) ·
'DIXIE HIGHWAY ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'JOG ROAD (SB) ' (1) ·
'JOG ROAD SB ' (1) ·
'Jungle Road ' (1) ·
'LINTON BLVD. ' (1) ·
'Maytown Road ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'SANDALFOOT BLVD EB' (1) ·
'SANDALFOOT BLVD WB' (1) ·
'Sea Ray Drive ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
704144 (1) ·
794032 (1) ·
794080 (1) ·
794121 (1) ·
890113 (1) ·
894009 (1) ·
930056 (1) ·
934136 (1) ·
934139 (1) ·
934222 (1) ·
934346 (1) ·
934404 (1) ·
934405 (1) ·
934468 (1) ·
934469 (1) ·
934470 (1) ·
934483 (1) ·
934913 (1) ·
934918 (1) ·
934934 (1) ·
934935 (1)
Location 009:
'0.1 mi East of Linda Road' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3MI E OF US-1 (SR-5) ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4MI S OF LINTON BLVD ' (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) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'8.3 miles East of SR-415 ' (1) ·
'At US-441/SR-7 ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1)
Latitude 016:
Longitude 017:
80042035 (1) ·
80043190 (1) ·
80044370 (1) ·
80053227 (1) ·
80060834 (1) ·
80060838 (1) ·
80072177 (1) ·
80072244 (1) ·
80074643 (1) ·
80084773 (1) ·
80085039 (1) ·
80092461 (1) ·
80120952 (1) ·
80120955 (1) ·
80135221 (1) ·
80135984 (1) ·
80174730 (1) ·
80413919 (1) ·
80571308 (1) ·
81012877 (1) ·
81184073 (1)
Owner 022: (Click arrow to add another value)
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (1)
Culvert 062:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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 21 results in range #1 to #21.
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