Drilldown: bridge data
From Indian River Lagoon Project
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'11th Street Canal ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL C-17 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
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'S-5 Discharge Canal ' (1) ·
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'SOUTH RELIEF CANAL ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'St Johns River ' (1) ·
'Turkey Creek ' (1) ·
Six Mile Creek (1)
'16TH ST ' (1) ·
'Alta Drive ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-512 ' (1) ·
'CR-611 (43 AVE) ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EB SR706 ' (1) ·
'Indian Lake Road ' (1) ·
'JOG ROAD SB ' (1) ·
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'SR91 NB TPK 91.26 ' (1) ·
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'US-1 ' (1) ·
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SR-46 (1)
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'0.1MI S OF OKEECHOBEE BL ' (1) ·
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'2.3mi N on Indian Lake Rd' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
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'At LPGA Blvd. ' (1) ·
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'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-700 CANAL POINT ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 over Turkey Creek ' (1) ·
SR-46 over Six Mile Cr (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)
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 condition. Scour is determined to be within the limits of footing or piles by assessment, 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 30 results in range #1 to #30.