Drilldown: bridge data
From Indian River Lagoon Project
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'A DRAINAGE CANAL ' (1) ·
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'I 95 SR 9 ' (1) ·
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'Kellers Canal ' (1) ·
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'Lake Worth Relief ' (1) ·
'Moore's Creek ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-710 ' (1) ·
'SR-91 Turnpike ' (1) ·
'Taylor Creek(C-25 Canal)' (1)
'Atlantic Avenue ' (1) ·
'Blue Heron Blvd ' (1) ·
'Central Blvd ' (1) ·
'EB SR 704 ' (1) ·
'NB I 95 SR9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB US-1 ' (1) ·
'Peninsula Corp Dr ' (1) ·
'SB I 95 SR9 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB US 1 ' (1) ·
'SR A1A ' (1) ·
'SR AIA ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR802 (Lake Worth)' (1) ·
'U.S.-1 (SR-5) ' (1) ·
'US 98 (SR 80) ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-98 (SR-80) ' (1) ·
'US-98 US-441 SR-80' (1) ·
'W/B S.R. 704 ' (1) ·
'WB Okee. Blvd. ' (1)
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'.25m W of US-1 on US-98 ' (1) ·
'.3 m N of Martin Co. line' (1) ·
'.3m N of Martin Co. line ' (1) ·
'.4mi. East of Congress ' (1) ·
'.7mi. E of Congress Ave. ' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.3mi. South of Linton ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'I 95 SR706 interchange ' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'Just North of SR-850 ' (1) ·
'Port of Palm Beach ' (1) ·
'South Causeway over ICWW ' (1) ·
'South of Ramp to SR 706 ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR-80 3MI E. 20 MI BEND ' (1) ·
'SR-A1A East of ICWW ' (1)
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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)
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) ·
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 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 not over waterway. (1)
Showing below up to 26 results in range #1 to #26.