Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'CAMINO CANAL ' (1) ·
'Cow Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'Drainage Canal ' (1) ·
'E-1 CANAL ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RELIEF CANAL ' (1) ·
'SLOUGH ' (1) ·
'Tributary to Spruce Crk ' (1) ·
'WPB Drainage Canal ' (1)
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CYPRESS WAY ' (1) ·
'I-95 (SR 9) ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'INDIANTOWN RD. ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'MAPP ROAD ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'Tomoka Farms Rd ' (1) ·
'US98/441 SR15/700 ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
790060 (1) ·
790061 (1) ·
794007 (1) ·
884020 (1) ·
890155 (1) ·
894059 (1) ·
930540 (1) ·
934144 (1) ·
934420 (1) ·
934421 (1) ·
934468 (1) ·
934469 (1) ·
934922 (1) ·
934923 (1) ·
934924 (1) ·
935204 (1) ·
935205 (1) ·
935206 (1) ·
935207 (1) ·
935507 (1)
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.6 mi North of Taylor Rd' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'6.5 Mi S of SR-44 ' (1) ·
'7.4Mi N. of Palm Beach Co' (1) ·
'PALMETTO PK RD US-441 SR7' (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) ·
N/A (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 not over waterway. (1)
Showing below up to 20 results in range #1 to #20.
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