Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'12th Street ' (1) ·
'16TH ST ' (1) ·
'1st St SW ' (1) ·
'45TH STREET ' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-612 8th Street ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'LittleRanchesTrail' (1) ·
'Old Boynton Road ' (1) ·
'Prosperity Farms R' (1) ·
'Willow Run Blvd. ' (1)
796401 (1) ·
884056 (1) ·
884066 (1) ·
884069 (1) ·
884072 (1) ·
884073 (1) ·
884074 (1) ·
884075 (1) ·
934100 (1) ·
934178 (1) ·
934276 (1) ·
934913 (1) ·
934951 (1) ·
934981 (1) ·
935920 (1)
'.2mi W of Clyde Morris Bl' (1) ·
'0.2 Mi. E OF I-95 ' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'250ft North of SR-60 ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'South Side of US-98 ' (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)
Showing below up to 15 results in range #1 to #15.
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