Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > 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. 
& Future Year 115:
2036
& Future Year 115:
2036 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-37 Canal ' (1) ·
'C. Stanley Weaver 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) ·
'Groover Creek ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Rio Mar Bay ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek ' (1)
Critical 006b:
Facility 007:
'12th Street ' (1) ·
'5th Street ' (1) ·
'Airport Road ' (1) ·
'Bay Drive ' (1) ·
'CR-612 8th Street ' (1) ·
'Esplanade Avenue ' (1) ·
'Hatton Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'Jungle Road ' (1) ·
'LAKE IDA ROAD ' (1) ·
'LittleRanchesTrail' (1) ·
'MILITARY TR. SB ' (1) ·
'Old Boynton Road ' (1) ·
'Old Samsula Dr ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'Palm Bay Library ' (1) ·
'Prosperity Farms R' (1) ·
'River Drive ' (1) ·
'SW 48th Avenue ' (1)
Number 008:
704256 (1) ·
794020 (1) ·
794036 (1) ·
794080 (1) ·
796413 (1) ·
884069 (1) ·
884072 (1) ·
884075 (1) ·
884076 (1) ·
885811 (1) ·
885812 (1) ·
894061 (1) ·
934178 (1) ·
934367 (1) ·
934552 (1) ·
934934 (1) ·
934965 (1) ·
934981 (1) ·
935920 (1)
Location 009:
'0.1 mi East of Linda Road' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.1Mi E of Tymber Crk Rd.' (1) ·
'0.3 mi North of Taylor Rd' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.7Mi N OF SR-804 ' (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. E of Minton Road ' (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 - 58th Ave ' (1) ·
'South Side of US-98 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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