Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'BOYNTON CANAL C-16 ' (1) ·
'C-37 Canal ' (1) ·
'CANAL C-24 ' (1) ·
'CR 709 & FECRR ' (1) ·
'E-1 CANAL ' (1) ·
'Gatlin Blvd ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'M CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'N CANAL ' (1) ·
'None ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'TIDAL CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
'20TH AVENUE ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
'E Gateway Blvd ' (1) ·
'HAVERHILL ROAD ' (1) ·
'INDIAN STREET ' (1) ·
'MAPP RD ' (1) ·
'Minton Rd. ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NB I 95 to Gateway' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Palm Bay Library ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SIMARA STREET ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SUMMIT BLVD ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'W LAKE RD CR-717 ' (1) ·
'YAMATO RD ' (1)
704143 (1) ·
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945251 (1)
'.75 Mile South Midway Rd.' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'10ft. E of Minton Road ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'Minton Road-I-95 ' (1)
26212592 (1) ·
26212629 (1) ·
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80200930 (1) ·
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80321756 (1) ·
80401656 (1) ·
80401795 (1) ·
80413808 (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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 24 results in range #1 to #24.