Drilldown: bridge data
From Indian River Lagoon Project
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'Beamer's Canal ' (1) ·
'BRANCH OF ICWW ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
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'E-2W CANAL ' (1) ·
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'LATERAL CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'S-5 Discharge Canal ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR-528 ' (1) ·
SR-401 (1)
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
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'EBSR80 to SBSR807 ' (1) ·
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'Hypoluxo to SB I95' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'Indian Lake Road ' (1) ·
'JUPITER ISLAND PK ' (1) ·
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'SR91 N/S TPK 86.95' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'WB SR704 to SB I95' (1) ·
Overpass Ramp (1)
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'.2MI E OF HOMEWOOD ROAD ' (1) ·
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'33FT E OF CR-611 43RD AVE' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
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'AT CR-615 (66TH AVE.) ' (1) ·
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'N of Bellevue Overpass ' (1) ·
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'SB Ramp to WPB Airport ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
0.7 Mile N of SR-528 (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)
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (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)
Showing below up to 32 results in range #1 to #32.
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