Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'Canal ' (1) ·
'Drainage Canal ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'FL. TURNPIKE ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'JONES CREEK ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'ROY'S SWALE ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1)
Critical 006b:
Facility 007:
'CENTER STREET ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'LANTANA RD.CR-812 ' (1) ·
'Old Dixie Highway ' (1) ·
'SILVER FOX LANE ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
Number 008:
794123 (1) ·
794124 (1) ·
894042 (1) ·
934147 (1) ·
934271 (1) ·
934297 (1) ·
934345 (1) ·
934346 (1) ·
934360 (1) ·
934468 (1) ·
934469 (1) ·
934913 (1) ·
934925 (1) ·
934926 (1) ·
934938 (1) ·
934939 (1) ·
934945 (1) ·
934946 (1) ·
934948 (1) ·
934951 (1) ·
934952 (1)
Location 009:
'0.5Mi S of SR-710 ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'ADJACENT TO US-441 ' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26233917 (1) ·
26233970 (1) ·
26252703 (1) ·
26290212 (1) ·
26290213 (1) ·
26291628 (1) ·
26304774 (1) ·
26304823 (1) ·
26322077 (1) ·
26322087 (1) ·
26342010 (1) ·
26342072 (1) ·
26352894 (1) ·
26401260 (1) ·
26420393 (1) ·
26562955 (1) ·
27023873 (1) ·
29210415 (1) ·
29211227 (1)
Longitude 017:
80060834 (1) ·
80060838 (1) ·
80070561 (1) ·
80074641 (1) ·
80074643 (1) ·
80075106 (1) ·
80084275 (1) ·
80084780 (1) ·
80084942 (1) ·
80084971 (1) ·
80085013 (1) ·
80085039 (1) ·
80085094 (1) ·
80101305 (1) ·
80101307 (1) ·
80101583 (1) ·
80101586 (1) ·
80121942 (1) ·
80310465 (1) ·
81055781 (1) ·
81060905 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (1) ·
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
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