Drilldown: bridge data
From Indian River Lagoon Project
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'C-1 Canal ' (1) ·
'C-15 CANAL ' (1) ·
'C-17 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL C-17 ' (1) ·
'CANAL C-24 ' (1) ·
'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'FECRR ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'I-95 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR-513 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
Indian River Relief East (1)
'CONGRESS AVE ' (1) ·
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'CR68 ORNG AV 156.1' (1) ·
'I 95 SR 9 ' (1) ·
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'Minton Rd. ' (1) ·
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'OLD DIXIE HWY ' (1) ·
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'SR-91 TPK NS 81.77' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
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'.25 mi East of I-95 ' (1) ·
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'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.5 miles South of SR 806' (1) ·
'2.5Mi W of US-1 ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'At Exit 74 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'Minton Road-I-95 ' (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) ·
SR-520 - Indian River Relief (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)
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 not over waterway. (1)
Showing below up to 24 results in range #1 to #24.
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