Drilldown: bridge data
From Indian River Lagoon Project
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15174 (1) ·
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17890 (1)
'14TH STREET CANAL ' (1) ·
'Beamer's Ditch ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CSX RR ' (1) ·
'Donald Ross Road ' (1) ·
'DRAINAGE DITCH ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Hanson Grant Outlet ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'St. Lucie Canal ' (1)
'COUNTRY CLUB DRIVE' (1) ·
'CR-603-IND RIV BLV' (1) ·
'Haverhill Rd ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Indiantown Rd. ' (1) ·
'LA MANCHA AVE. ' (1) ·
'LYONS ROAD ' (1) ·
'MADRID STREET ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'S. VERDE TRAIL ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 804 ' (1) ·
'SR 804 Boyton B B ' (1) ·
'SR A1A ' (1) ·
'SR-9(I-95) ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1)
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'.5 mi East of I-95 ' (1) ·
'0.1MI N of BILBAO ST. ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.9mi S of SR-520 ' (1) ·
'1 mile West of US 1 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'2 MILES N OF CR-708 ' (1) ·
'2.5MI N OF INDIANTOWN RD ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'At S Military Trail ' (1) ·
'I-95 (2 mi. N. of SR-76) ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'Just West of I 95 ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'Tpk/PGA Blvd interchange ' (1)
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80471577 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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 27 results in range #1 to #27.
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