Drilldown: bridge data
From Indian River Lagoon Project
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'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'TEN MILE CREEK ' (1)
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'65TH ST. ' (1) ·
'CARLTON RD (CR613)' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
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'CR712 MDWYRD 150.3' (1) ·
'CR712A (MCCARTY RD' (1) ·
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'SR 91 TPK RMP 93.5' (1) ·
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'SR804 E Ocean Ave.' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SW 22ND WAY ' (1) ·
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'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
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'0.6MI E OF US-1 ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI W OF CR-615 ' (1) ·
'1MI W of US-1 ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'WB SR800.2Mi west of US-1' (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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
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