Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Traffic Year 030:
2014 
& Kind 043a:
Other
& Channel 061:
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.
& Kind 043a:
Other
& Channel 061:
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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'B-19 Canal / Trib 1 ' (1) ·
'Bessey Creek ' (1) ·
'C-1 Canal ' (1) ·
'Cabana Colony Circle ' (1) ·
'Canal C-51 ' (1) ·
'CANAL E-4 ' (1) ·
'E-2 Canal ' (1) ·
'E-4 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'Halifax Canal Lateral ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Little Tomoka River ' (1) ·
'Reed Canal ' (1) ·
'Rio Mar Bay ' (1)
Critical 006b:
Facility 007:
'12th Street ' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'Bay Drive ' (1) ·
'CR-612 8th Street ' (1) ·
'Esplanade Avenue ' (1) ·
'Hatton Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'Jackson Street ' (1) ·
'LAKE IDA ROAD ' (1) ·
'LittleRanchesTrail' (1) ·
'Oak Lea Drive ' (1) ·
'Old Boynton Road ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'Palm Bay Parkway ' (1) ·
'Prosperity Farms R' (1) ·
'River Drive ' (1) ·
'SW 48th Avenue ' (1) ·
'Tymber Creek Road ' (1)
Number 008:
705924 (1) ·
794194 (1) ·
796412 (1) ·
796413 (1) ·
796548 (1) ·
884069 (1) ·
884072 (1) ·
884074 (1) ·
884075 (1) ·
884076 (1) ·
885811 (1) ·
885812 (1) ·
894061 (1) ·
934178 (1) ·
934367 (1) ·
934552 (1) ·
934965 (1) ·
934981 (1) ·
935920 (1)
Location 009:
'0.1 Mile West of A1A ' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'100Ft. South of Bay Drive' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'At 58th Ave ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'South Side of US-98 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Direction 102:
Rebuilt 106:
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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
Showing below up to 19 results in range #1 to #19.
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