Drilldown: bridge data
From Indian River Lagoon Project
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15191 (1)
'14TH STREET CANAL ' (1) ·
'COLLIER WATERWAY ' (1) ·
'DITCH NO. 34 ' (1) ·
'DITCH NO. 46 ' (1) ·
'ICWW ' (1) ·
'Indian River Relief ' (1) ·
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'MAIN CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'N RELIEF CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'North Relief Canal ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'South Relief Canal ' (1)
'101ST STREET ' (1) ·
'20TH AVENUE ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-512 ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'EB SR60 ' (1) ·
'Emerson Ave 27th A' (1) ·
'ENGLAR DRIVE ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-60 ' (1) ·
'SR-60 WB ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 (SR-5) NB ' (1) ·
'US-1 (SR-5) SB ' (1)
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'0.3MI W OF CR-507 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1 MI N OF SR-60 ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'1MI W OF CR-615 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
27333342 (1) ·
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80454646 (1) ·
80454647 (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)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Showing below up to 28 results in range #1 to #28.