Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'CR709 GLADES RD & FEC RR' (1) ·
'DRAINAGE CANAL ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FECRR ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL G CANAL ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SUBDIVISION CANAL ' (1) ·
'TEN MILE CREEK ' (1) ·
'Underhill Slough ' (1)
'65TH ST. ' (1) ·
'90TH AVE ' (1) ·
'CORAL DRIVE ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'Lake Harney Road ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'US-1 NB ' (1) ·
'VENICE DRIVE ' (1)
790087 (1) ·
794050 (1) ·
880040 (1) ·
880049 (1) ·
880062 (1) ·
884016 (1) ·
890001 (1) ·
890021 (1) ·
930142 (1) ·
935301 (1) ·
935302 (1) ·
940027 (1) ·
940038 (1) ·
940053 (1) ·
940082 (1) ·
940104 (1) ·
940105 (1) ·
940951 (1)
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8MI E OF 58TH AVE. ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'AT 4TH STREET ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'US-1 NB - FECRR ' (1) ·
'WEST PALM BEACH INTERCH. ' (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 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) ·
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) ·
N/A (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 18 results in range #1 to #18.