Drilldown: bridge data
From Indian River Lagoon Project
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13660 (1) ·
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'11th Street Canal ' (1) ·
'B-19 Canal ' (1) ·
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'Sweetwater Creek ' (1) ·
'Trib to Groover Creek ' (1) ·
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'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'Fort Florida Road ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Lake Harney Road ' (1) ·
'Sixth St. ' (1) ·
'SR-11 ' (1) ·
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'SR-421 ' (1) ·
'SR-5A ' (1) ·
'Tymber Creek Road ' (1) ·
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'Williamson Blvd ' (1) ·
'Willow Run Blvd. ' (1)
790008 (1) ·
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'.2mi W of Clyde Morris Bl' (1) ·
'.75 MI. S. of US-92 ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.4 Mi W of I-95 ' (1) ·
'0.6 Mi S of Flagler Co. ' (1) ·
'0.75 mi. E. of I-95 ' (1) ·
'1.0 Mi N of SR-40 ' (1) ·
'1.2 Mi. W of Barberville ' (1) ·
'1.4 Mi N of Brevard Co. ' (1) ·
'1.4 Mi N of SR-40 ' (1) ·
'1.4 miles North of US-92 ' (1) ·
'2.3 MI E of US-17 ' (1) ·
'2.9 Mi. N of US 92 ' (1) ·
'2.96 Mi. West of I-95 ' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'3.2 MI W Of Barberville ' (1) ·
'3.2 Mi W of SR-11 ' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'5.5 Mile West of I-95 ' (1) ·
'6.4 MI E of US-17 ' (1) ·
'6.5 Mi S of SR-44 ' (1) ·
'7.3 Mi N of US-17 ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR-40 west of SR-5A ' (1) ·
'SR-400 and Nova Rd. ' (1) ·
'SR-5A at 3rd St ' (1) ·
'SR-5A over Nova Canal ' (1)
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81280837 (1)
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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) ·
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (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)
Showing below up to 33 results in range #1 to #33.