Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C. Stanley Weaver Canal ' (1) ·
'CANAL E-4 ' (1) ·
'E-2W Canal ' (1) ·
'E-3 CANAL ' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'ICWW ' (1) ·
'Indian River ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 Canal ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'20TH AVENUE ' (1) ·
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
'CONGRESS AVE NB ' (1) ·
'DIXIE HIGHWAY ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'E/B Atlantic Ave. ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'JOG ROAD SB ' (1) ·
'Loxahatchee Slough' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB US-27 SR-25 ' (1) ·
'PALM B LAKE BVD WB' (1) ·
'SB US-27 SR-25 ' (1) ·
'SR AIA ' (1) ·
'SR-406 ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'SW 23RD AVE. ' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1)
Number 008:
700227 (1) ·
884062 (1) ·
890113 (1) ·
930302 (1) ·
930352 (1) ·
930353 (1) ·
930370 (1) ·
930437 (1) ·
930512 (1) ·
930513 (1) ·
934160 (1) ·
934161 (1) ·
934167 (1) ·
934224 (1) ·
934915 (1) ·
934918 (1) ·
934930 (1) ·
934933 (1) ·
934935 (1) ·
934937 (1) ·
934948 (1) ·
934967 (1) ·
934969 (1) ·
935308 (1) ·
940094 (1)
Location 009:
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.9 Mile E of US441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Palm Beach - Broward Line' (1) ·
'South Causeway over ICWW ' (1) ·
'SR-406 over Indian River ' (1)
Latitude 016:
26200870 (1) ·
26200920 (1) ·
26234852 (1) ·
26234905 (1) ·
26243156 (1) ·
26243157 (1) ·
26252706 (1) ·
26252770 (1) ·
26271300 (1) ·
26280864 (1) ·
26290167 (1) ·
26290244 (1) ·
26291628 (1) ·
26302699 (1) ·
26313736 (1) ·
26322014 (1) ·
26324784 (1) ·
26433040 (1) ·
26483998 (1) ·
26525465 (1) ·
26525529 (1) ·
27132086 (1) ·
27272767 (1) ·
27355685 (1) ·
28371291 (1)
Longitude 017:
80031431 (1) ·
80040991 (1) ·
80040992 (1) ·
80043860 (1) ·
80044341 (1) ·
80050886 (1) ·
80052317 (1) ·
80053541 (1) ·
80071933 (1) ·
80072101 (1) ·
80072177 (1) ·
80075106 (1) ·
80084773 (1) ·
80101536 (1) ·
80101850 (1) ·
80103080 (1) ·
80103494 (1) ·
80135221 (1) ·
80190872 (1) ·
80242120 (1) ·
80321860 (1) ·
80321939 (1) ·
80350835 (1) ·
80350917 (1) ·
80475557 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
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 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)
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 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)
Future 114:
Clearance 116:
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