Drilldown: bridge data
From Indian River Lagoon Project
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'CANAL C-108 ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-106 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-14 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'HOWARD CREEK ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'TEN MILE CREEK ' (1)
'COLUMBUS DR. ' (1) ·
'DARWIN BLVD ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'GETTYSBURG DR ' (1) ·
'JEANNE AVE ' (1) ·
'KESTOR DR ' (1) ·
'NB US-1 ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'UNDALLO RD ' (1) ·
'WB SR-70 ' (1)
940027 (1) ·
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945267 (1)
'.3m N of Martin Co. line ' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.4MI S OF PAAR DRIVE ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'FT PIERCE INTERCHANGE ' (1)
27124842 (1) ·
27125212 (1) ·
27125867 (1) ·
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80252443 (1) ·
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80273077 (1) ·
80282176 (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) ·
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) ·
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)
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