Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Place 004:
Palm Beach Gardens
& Service Under 042b:
Waterway
& Substructure 060:
Other
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15601 (1) ·
15604 (1) ·
15610 (1) ·
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15645 (1) ·
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19457 (1)
'ARCHIES CREEK ' (1) ·
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'EARMAN RIVER CANAL C-17 ' (1) ·
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'RETENTION POND ' (1) ·
'SCOTTS CANAL ' (1) ·
'Thompson River ' (1) ·
'Triple box culvert ' (1)
'ALLAMANDA BLVD. ' (1) ·
'DONALD ROSS RD EB ' (1) ·
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'DYER PARK ROAD ' (1) ·
'EB PGA Blvd. ' (1) ·
'EB SR-710 ' (1) ·
'HOLLY DRIVE ' (1) ·
'I 95 SR 9 ' (1) ·
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'MAC ARTHUR BLVD ' (1) ·
'Military Trail ' (1) ·
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'PROS. FARMS ROAD ' (1) ·
'PROSPERITY FARM RD' (1) ·
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'.5mi W. of N. Lake Blvd. ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
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'0.3 mi east of US 1 & PGA' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1)
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80112928 (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)
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 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 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)
Showing below up to 26 results in range #1 to #26.
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