Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Barge Canal ' (1) ·
'Belvedere Road ' (1) ·
'C-133 Canal ' (1) ·
'C-44 Intake Canal ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'DRAINAGE CANAL ' (1) ·
'ICWW ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lateral Canal A ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'W. Camino Real ' (1) ·
INDIAN RIVER (1)
700072 (1) ·
703001 (1) ·
703002 (1) ·
880106 (1) ·
890150 (1) ·
894057 (1) ·
894058 (1) ·
930187 (1) ·
930486 (1) ·
930541 (1) ·
930543 (1) ·
931003 (1) ·
931004 (1) ·
931005 (1) ·
940163 (1)
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-60 East of 66 Ave ' (1) ·
KENNEDY SPACE CENTER (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
None (1) ·
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 not over waterway. (1)
None (1) ·
11538 (1) ·
133595 (1) ·
16396 (1) ·
177838 (1) ·
198658 (1) ·
25158 (1) ·
25331 (1) ·
2880 (1) ·
3120 (1) ·
35568 (1) ·
49448 (1) ·
68099 (1)
Showing below up to 15 results in range #1 to #15.
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