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.
'C-17 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'E-1 Canal ' (1) ·
'FECRR ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'KRUEGER CREEK ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'Lateral A Canal ' (1) ·
'LWDD L30 Canal ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'South Relief Canal ' (1) ·
'ST. LUCIE RIVER ' (1)
'16th St/College Ln' (1) ·
'Benoist Farms Rd ' (1) ·
'Congress Avenue ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR605 Old Dixie ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Hagen Ranch Road ' (1) ·
'LYONS ROAD ' (1) ·
'Peninsula Corp Dr ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'US-1 ' (1)
700012 (1) ·
884084 (1) ·
884086 (1) ·
890120 (1) ·
930334 (1) ·
930367 (1) ·
930442 (1) ·
930528 (1) ·
934116 (1) ·
934327 (1) ·
934711 (1) ·
934731 (1) ·
934958 (1) ·
944011 (1) ·
944012 (1)
'.5mi East US1 Lakeworth ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.3mi. South of Linton ' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2MI E of SR-76 ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Between SR704 and 12th St' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'LYONS ROAD SOUTH OF SR-80' (1) ·
'US-1 - FECRR ' (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 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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