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:
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'CR 512 (Fellsmere Rd.) ' (1) ·
'EL RIO CANAL ' (1) ·
'I-95 ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'L-14 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral D Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'South Relief Canal ' (1) ·
'SR-40 ' (1) ·
'SR-421 ' (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) ·
'2nd AVENUE NORTH ' (1) ·
'66th Avenue ' (1) ·
'CAMINO REAL ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'CR605 Old Dixie ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'Investment Lane ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'KIRK ROAD ' (1) ·
'Linton Blvd. ' (1) ·
'LYONS ROAD ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR 9 (I-95) ' (1) ·
'SW 18TH ST WB ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
790193 (1) ·
790229 (1) ·
880105 (1) ·
884084 (1) ·
884086 (1) ·
884098 (1) ·
884099 (1) ·
934151 (1) ·
934162 (1) ·
934272 (1) ·
934313 (1) ·
934315 (1) ·
934345 (1) ·
934346 (1) ·
934364 (1) ·
934468 (1) ·
934469 (1) ·
934751 (1) ·
934925 (1) ·
934938 (1) ·
934939 (1) ·
934952 (1) ·
934960 (1) ·
934986 (1) ·
944016 (1)
Location 009:
'0.4 MI W of US-1 ' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.5Mi E of SR807 Congress' (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) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.8MI N OF LANTANA ROAD ' (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 S OF LINTON BLVD ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'I-95 NB over SR-421 ' (1) ·
'I-95 over SR-40 ' (1) ·
'Inter 66th Ave/College Ln' (1)
Latitude 016:
26195370 (1) ·
26203857 (1) ·
26252703 (1) ·
26262244 (1) ·
26290212 (1) ·
26290213 (1) ·
26304774 (1) ·
26304823 (1) ·
26342010 (1) ·
26342072 (1) ·
26360809 (1) ·
26360954 (1) ·
26370900 (1) ·
26401280 (1) ·
26403700 (1) ·
26455392 (1) ·
26475245 (1) ·
27234060 (1) ·
27361500 (1) ·
27363546 (1) ·
27374280 (1) ·
27375420 (1) ·
27460370 (1) ·
29062200 (1) ·
29152514 (1)
Longitude 017:
80045781 (1) ·
80054960 (1) ·
80055081 (1) ·
80055517 (1) ·
80060834 (1) ·
80060838 (1) ·
80061380 (1) ·
80074641 (1) ·
80074643 (1) ·
80084210 (1) ·
80084780 (1) ·
80084942 (1) ·
80084953 (1) ·
80085013 (1) ·
80101305 (1) ·
80112200 (1) ·
80182538 (1) ·
80205980 (1) ·
80231300 (1) ·
80274700 (1) ·
80274780 (1) ·
80294615 (1) ·
80330480 (1) ·
81014200 (1) ·
81065740 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
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:
Rebuilt 106:
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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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