Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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15128 (1) ·
15135 (1) ·
15136 (1) ·
15155 (1) ·
15159 (1) ·
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15169 (1) ·
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19193 (1) ·
19194 (1) ·
19206 (1)
'14TH STREET CANAL ' (1) ·
'DITCH NO. 34 ' (1) ·
'DITCH NO. 46 ' (1) ·
'FELLSMERE CANAL ' (1) ·
'Lateral "A" Canal ' (1) ·
'LATERAL B CANAL ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'South Relief Canal ' (1) ·
'St. Sebastian River ' (1)
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'12th Street ' (1) ·
'16TH ST ' (1) ·
'1st St SW ' (1) ·
'20TH AVENUE ' (1) ·
'27TH STREET ' (1) ·
'37th Street ' (1) ·
'97 TH STREET ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'COUNTY RD 507 ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-512 ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-612 8th Street ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'Emerson Ave 27th A' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1)
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885809 (1)
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'1 MI N OF SR-60 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'1MI W OF CR-615 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'250ft North of SR-60 ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'AT 141st ST ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'At CR-615 (66th Avenue) ' (1)
27351498 (1) ·
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27491949 (1)
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80365155 (1) ·
80365186 (1) ·
80383434 (1) ·
80383595 (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)
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)
Showing below up to 27 results in range #1 to #27.