Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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'E-1 CANAL ' (1) ·
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'Platt Ranch Access Road ' (1) ·
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'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'97 TH STREET ' (1) ·
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'COUNTY LINE RD ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR714 PALM CITY RD' (1) ·
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'MURPHY RD ' (1) ·
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'SE ISLAND WAY ROAD' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR A1A ' (1) ·
'SR91 N/S TPK 119.1' (1) ·
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'SW 18TH ST ' (1) ·
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704190 (1) ·
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'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
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'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1/2MI S of US-1 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'200ft. W of A1A ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'300FT East of CR-717 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'AT 141st ST ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (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)
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)
12424 (1) ·
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4500 (1) ·
4511 (1) ·
50315 (1) ·
535 (1) ·
5378 (1) ·
600 (1) ·
73250 (1) ·
77034 (1) ·
7980 (1) ·
88900 (1) ·
9543 (1)
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