Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL ' (1) ·
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'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
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'FECRR ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SR 91 TPK ' (1) ·
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'SR-806 Atlantic Ave ' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
'WILLOUGHBY CREEK ' (1)
'CONGRESS AVE ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR68 ORNG AV 156.1' (1) ·
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'NB I 95 SR 9 ' (1) ·
'OLD DIXIE HWY ' (1) ·
'PARK AVE. W. ' (1) ·
'PEACHTREE BLVD. ' (1) ·
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'SR-405 EB ' (1) ·
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'SR-76 ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 SB OFF RP81.9' (1)
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'.25 mi East of I-95 ' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.2MI. W of NW STJAMES DR' (1) ·
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'1.5 miles South of SR 806' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
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'2.9 MI N OF SR-70 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'At Exit 74 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'E Congress Ave & S SR 806' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-80 & Military Trail ' (1)
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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) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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 28 results in range #1 to #28.
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