Drilldown: bridge data
From Indian River Lagoon Project
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'BESSEY CREEK ' (1) ·
'C-23 CANAL ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Okeechobee Waterway ' (1) ·
'PHIPP CANAL ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SR 91 TPK ' (1) ·
'SR-76 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'Warner Creek ' (1)
'CR-714 Indian St. ' (1) ·
'CR708 125.4 ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR-732 Jenson Blvd' (1) ·
'SR-76 ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 124.6' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 TPK 134.1 ' (1)
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'.25 mi East of I-95 ' (1) ·
'.25mi W OF I-95 ' (1) ·
'0.1 MI West of SR-76 ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.9MI SOUTH OF SR-708 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'2.6 MI NORTH OF SR-714 ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'South of St Lucie Canal ' (1)
26581931 (1) ·
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80240291 (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 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 22 results in range #1 to #22.
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