Drilldown: bridge data
From Indian River Lagoon Project
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.1 Mi E of I-95 (1) ·
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
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'0.3 Mi. W of SE Bosko Dr ' (1) ·
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'0.4 MI W of US-1 ' (1) ·
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'0.6 MI E OF I-95 ON SR614' (1) ·
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'1.1 MI E OF JOG ROAD ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'2.9 Miles South of US-192' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'800ft. N. of SR-400 ' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'Just North of SR70 on I95' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR-60 East of 66 Ave ' (1)
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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) ·
No deficiencies (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 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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9 (1)
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