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:
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'Canal - D ' (1) ·
'E-4 CANAL ' (1) ·
'E3 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'KELLER CANAL ' (1) ·
'L-30 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
'BELVEDERE ROAD ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'DYER PARK ROAD ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'LAKE IDA ROAD ' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-44 ' (1) ·
'SR-A1A ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-98 (SR-80) ' (1)
Number 008:
790147 (1) ·
790151 (1) ·
790152 (1) ·
894051 (1) ·
930361 (1) ·
930402 (1) ·
930409 (1) ·
930410 (1) ·
934138 (1) ·
934140 (1) ·
934148 (1) ·
934149 (1) ·
934282 (1) ·
934293 (1) ·
934345 (1) ·
934357 (1) ·
934925 (1) ·
934926 (1) ·
934936 (1) ·
934937 (1) ·
934942 (1) ·
934964 (1)
Location 009:
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'4 miles west of SR 7 ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-7 & SR-80 intersection' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26281579 (1) ·
26290244 (1) ·
26290245 (1) ·
26332602 (1) ·
26342072 (1) ·
26364799 (1) ·
26404695 (1) ·
26404846 (1) ·
26405713 (1) ·
26405778 (1) ·
26413216 (1) ·
26470845 (1) ·
26483417 (1) ·
26483495 (1) ·
26490902 (1) ·
26494457 (1) ·
27062187 (1) ·
29012564 (1) ·
29014444 (1) ·
29083964 (1)
Longitude 017:
80022456 (1) ·
80045351 (1) ·
80050618 (1) ·
80061936 (1) ·
80071351 (1) ·
80072101 (1) ·
80072169 (1) ·
80074641 (1) ·
80075060 (1) ·
80075215 (1) ·
80075217 (1) ·
80092158 (1) ·
80101305 (1) ·
80101307 (1) ·
80120775 (1) ·
80120925 (1) ·
80161911 (1) ·
80162947 (1) ·
80172828 (1) ·
80541414 (1) ·
80550332 (1) ·
80590233 (1)
Owner 022:
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 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: (Click arrow to add another value)
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 22 results in range #1 to #22.
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