Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- 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) ·
'Lantana Road ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'Pine Street ' (1) ·
'SR-514 ' (1) ·
'SR-91 Turnpike ' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'US-192 ' (1) ·
'WPB Canal (C-51) ' (1) ·
Addison Canal (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'Bellevue Avenue ' (1) ·
'CONGRESS AVE NB ' (1) ·
'EB Okee. Blvd. ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I-95 ' (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) ·
I-95 (1)
Number 008:
700087 (1) ·
700091 (1) ·
700197 (1) ·
700198 (1) ·
700202 (1) ·
700209 (1) ·
700222 (1) ·
700227 (1) ·
700229 (1) ·
790190 (1) ·
790241 (1) ·
930275 (1) ·
930303 (1) ·
930304 (1) ·
930352 (1) ·
930353 (1) ·
930418 (1) ·
930446 (1) ·
930512 (1) ·
930513 (1) ·
934907 (1) ·
934930 (1) ·
934935 (1)
Location 009:
'0.7Mi N OF SR-804 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'Bellevue Avenue over I-95' (1) ·
'I-95 - SR-514 ' (1) ·
'I-95 over US-192 ' (1) ·
'Just West of 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) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1)
Latitude 016:
26200870 (1) ·
26200920 (1) ·
26210118 (1) ·
26234852 (1) ·
26234905 (1) ·
26290167 (1) ·
26302755 (1) ·
26302760 (1) ·
26322014 (1) ·
26351625 (1) ·
26391800 (1) ·
26422701 (1) ·
27595475 (1) ·
28044400 (1) ·
28134900 (1) ·
28244169 (1) ·
28244206 (1) ·
28244249 (1) ·
28300578 (1) ·
28314000 (1) ·
28371291 (1) ·
28571929 (1) ·
29100400 (1)
Longitude 017:
80041025 (1) ·
80041600 (1) ·
80042900 (1) ·
80043530 (1) ·
80052317 (1) ·
80072177 (1) ·
80083008 (1) ·
80101404 (1) ·
80321860 (1) ·
80321939 (1) ·
80350835 (1) ·
80350917 (1) ·
80374985 (1) ·
80422199 (1) ·
80430700 (1) ·
80475557 (1) ·
80491330 (1) ·
80491332 (1) ·
80493553 (1) ·
80501889 (1) ·
80510650 (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:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
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 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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 23 results in range #1 to #23.
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