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:
'CR 512 (Fellsmere Rd.) ' (1) ·
'E-3 CANAL ' (1) ·
'FL. TURNPIKE ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'I-95 ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral D Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'South Relief Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR-68 ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Ten Mile Creek ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'16th St/College Ln' (1) ·
'66th Avenue ' (1) ·
'Becker Rd. ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'CR605 Old Dixie ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I-95 NB ' (1) ·
'Investment Lane ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'KIRK ROAD ' (1) ·
'LYONS ROAD ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'SR 9 (I-95) ' (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:
790227 (1) ·
880105 (1) ·
884084 (1) ·
884086 (1) ·
884098 (1) ·
884099 (1) ·
934162 (1) ·
934272 (1) ·
934345 (1) ·
934346 (1) ·
934468 (1) ·
934469 (1) ·
934751 (1) ·
934925 (1) ·
934926 (1) ·
934938 (1) ·
934939 (1) ·
934945 (1) ·
934946 (1) ·
934948 (1) ·
934952 (1) ·
934956 (1) ·
940097 (1) ·
941001 (1) ·
944016 (1)
Location 009:
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.5 E of Military Trail ' (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 South of SR-60 ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'Just North of SR70 on I95' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26233917 (1) ·
26233970 (1) ·
26252613 (1) ·
26252703 (1) ·
26290212 (1) ·
26290213 (1) ·
26291628 (1) ·
26304774 (1) ·
26304823 (1) ·
26342010 (1) ·
26342072 (1) ·
26401280 (1) ·
26403700 (1) ·
26475245 (1) ·
27123412 (1) ·
27234060 (1) ·
27264995 (1) ·
27361500 (1) ·
27363546 (1) ·
27374280 (1) ·
27375420 (1) ·
27460370 (1) ·
29052700 (1)
Longitude 017:
80055517 (1) ·
80060834 (1) ·
80060838 (1) ·
80061380 (1) ·
80074641 (1) ·
80074643 (1) ·
80075106 (1) ·
80084210 (1) ·
80084780 (1) ·
80084942 (1) ·
80085013 (1) ·
80101305 (1) ·
80101307 (1) ·
80101583 (1) ·
80101586 (1) ·
80111481 (1) ·
80200100 (1) ·
80205980 (1) ·
80231300 (1) ·
80233690 (1) ·
80274700 (1) ·
80274780 (1) ·
80294615 (1) ·
80330480 (1) ·
81011300 (1)
Owner 022:
Built 027:
Lanes 028a: (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: (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)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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