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.
& Inspect Date 090:
12-17
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'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'C-1 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'Lateral A Canal ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Okeechobee Waterway ' (1) ·
'ROY'S SWALE ' (1) ·
'Spruce Creek ' (1) ·
'SWA Retention Canal ' (1) ·
'Sykes Creek ' (1) ·
'WARNER CREEK ' (1) ·
Banana River Relief (1)
'CR-630 (41st St.) ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR-723 ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'Jog Road ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
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'SILVER FOX LANE ' (1) ·
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'SR-5A ' (1) ·
'SR-A1A ' (1) ·
'US-1SB ' (1) ·
SR-520 (1)
700192 (1) ·
700193 (1) ·
705924 (1) ·
790155 (1) ·
790168 (1) ·
884104 (1) ·
890009 (1) ·
894042 (1) ·
894062 (1) ·
930479 (1) ·
930480 (1) ·
934158 (1) ·
934299 (1) ·
940003 (1) ·
940004 (1) ·
940084 (1) ·
940085 (1) ·
940158 (1)
'0.1 MI West of SR-76 ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.6Mi S of 707A ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-5A at 3rd St ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
SR-520 - Banana River (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 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 18 results in range #1 to #18.
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