Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'C-15 Canal ' (1) ·
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'CSX Railroad ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'E-3 Canal ' (1) ·
'I-4 ' (1) ·
'I-95 (SR-9) ' (1) ·
'L-14 CANAL ' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'Long Creek ' (1) ·
'M CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'SR-9 (I-95) ' (1) ·
'St. Johns River ' (1) ·
Indian River Relief East (1)
'6TH AVE SO. WB ' (1) ·
'BOB W RD 130TH ST.' (1) ·
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'Emerson Drive ' (1) ·
'Graham Road ' (1) ·
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'MARINA BLVD. ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NW 27TH AVE. ' (1) ·
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'Saxon Blvd WB ' (1) ·
'SB I 95 to Cong Av' (1) ·
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'SEMINOLE/PRATTWHT.' (1) ·
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SR-520 (1)
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'0.2MI E OF SR-7 (US-441) ' (1) ·
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'0.6MI WEST OF I-95 ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.85 mile South of Linton' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SR-415 - St. Johns River ' (1) ·
SR-520 - Indian River Relief (1)
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81161842 (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 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)
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 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) ·
Bridge not over waterway. (1)
Showing below up to 23 results in range #1 to #23.
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