Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Status:
ST
& Traffic Year 030:
2014
& 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.
'B-19 Canal / Trib 1 ' (1) ·
'Bessey Creek ' (1) ·
'C-1 Canal ' (1) ·
'Cabana Colony Circle ' (1) ·
'Canal C-51 ' (1) ·
'E-2 Canal ' (1) ·
'E-4 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Little Tomoka River ' (1) ·
'Reed Canal ' (1) ·
'Rio Mar Bay ' (1)
'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) ·
'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)
705924 (1) ·
794194 (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) ·
934981 (1) ·
935920 (1)
'0.1 Mile West of A1A ' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.26 Mi South of Pace Dr.' (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) ·
'South Side of US-98 ' (1)
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)
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)
Showing below up to 17 results in range #1 to #17.
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