Drilldown: bridge data
From Indian River Lagoon Project
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16008 (1) ·
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'BELCHER C-25 CANAL ' (1) ·
'Belcher Canal (C-25) ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'CANAL ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
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'Moore's Creek ' (1) ·
'MOORES CREEK ' (1) ·
'TAYLOR CREEK ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'TEN MILE CREEK ' (1)
'8th Street N ' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'Dundas Court ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'Juanita Ave. ' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
'N 13th Street ' (1) ·
'NB SR-615 ' (1) ·
'North 14th Street ' (1) ·
'NORTH 2ND STREET ' (1) ·
'North 9th Street ' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR A1A ' (1) ·
'SR AIA ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'US-1 (SR-5) ' (1)
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'0.1 Miles S. of Ave. D ' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.1Mi W of US-1 ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1 mile North of SR-70 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'South Causeway over ICWW ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1)
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80262200 (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)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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)
Showing below up to 26 results in range #1 to #26.
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