Drilldown: bridge data
From Indian River Lagoon Project
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'BIG MUD CREEK ' (1) ·
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'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'ICWW ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'TAYLOR CREEK ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'TEN MILE CREEK ' (1)
'COLUMBUS DR. ' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'CR712A (MCCARTY RD' (1) ·
'DARWIN BLVD ' (1) ·
'GETTYSBURG DR ' (1) ·
'GLADES CUTOFF ' (1) ·
'JEANNE AVE ' (1) ·
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'MINUTE MAID RD 165' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'PICOS RD 154.90 ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'Port St. Lucie Bld' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR A1A ' (1) ·
'SR AIA ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 N/S TPK 153.7' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'SR91 N/S TPK 156.6' (1) ·
'SR91 N/S TPK 167.2' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'UNDALLO RD ' (1)
940003 (1) ·
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'.5mi So. of St Lucie Blvd' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.2MI. W of NW STJAMES DR' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.42 MI NORTH OF SR-68 ' (1) ·
'0.4MI S OF PAAR DRIVE ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'5.2MI S of CR-712 ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'6.4 MI S OF INDIAN RVR CO' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'Port St Lucie / FL TPK. ' (1) ·
'South Causeway over ICWW ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1)
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80344892 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
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) ·
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) ·
Bridge not over waterway. (1)
Showing below up to 37 results in range #1 to #37.
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