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) ·
'CSX Railroad ' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Indian River ' (1) ·
'L-5 Canal ' (1) ·
'LAKE WORTH ' (1) ·
'Lantana Road ' (1) ·
'LATERAL C CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'Pine Street ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SR-91 Turnpike ' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1)
Critical 006b:
Facility 007:
'8TH ST. CR-612 ' (1) ·
'Bellevue Avenue ' (1) ·
'CONGRESS AVE NB ' (1) ·
'EB Okee. Blvd. ' (1) ·
'ISLAND ROAD ' (1) ·
'Levee Road ' (1) ·
'MILITARY TR. NB ' (1) ·
'NB US-27 SR-25 ' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'SB I 95 to Lantana' (1) ·
'SB US-27 SR-25 ' (1) ·
'SR-406 ' (1) ·
'SR-407 ' (1) ·
'SR-472 WB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1)
Number 008:
700087 (1) ·
700091 (1) ·
700197 (1) ·
700198 (1) ·
700227 (1) ·
790190 (1) ·
790241 (1) ·
884024 (1) ·
930275 (1) ·
930303 (1) ·
930304 (1) ·
930352 (1) ·
930353 (1) ·
930418 (1) ·
930512 (1) ·
930513 (1) ·
930811 (1) ·
934907 (1) ·
934930 (1) ·
934935 (1) ·
936802 (1)
Location 009:
'0.4MI W of S. COUNTY ROAD' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'AT 74TH AVE. ' (1) ·
'Bellevue Avenue over I-95' (1) ·
'Just West of I 95 ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'Over I 95 1 mi S of SR804' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR-406 over Indian River ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 WB at I-95 ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'SR-704 Over SR-91 ' (1)
Latitude 016:
26200870 (1) ·
26200920 (1) ·
26210118 (1) ·
26234852 (1) ·
26234905 (1) ·
26284041 (1) ·
26290167 (1) ·
26302755 (1) ·
26302760 (1) ·
26322014 (1) ·
26351625 (1) ·
26414288 (1) ·
26422701 (1) ·
27370119 (1) ·
28244169 (1) ·
28244206 (1) ·
28244249 (1) ·
28300578 (1) ·
28371291 (1) ·
28571929 (1) ·
29100400 (1)
Longitude 017:
80023337 (1) ·
80041025 (1) ·
80042900 (1) ·
80043530 (1) ·
80052317 (1) ·
80072177 (1) ·
80083008 (1) ·
80101404 (1) ·
80284675 (1) ·
80321860 (1) ·
80321939 (1) ·
80350835 (1) ·
80350917 (1) ·
80475557 (1) ·
80491330 (1) ·
80491332 (1) ·
80492277 (1) ·
80493553 (1) ·
80501889 (1) ·
81045800 (1) ·
81152767 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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 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:
Showing below up to 21 results in range #1 to #21.
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