Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Waterway
& Superstructure 059:
Satisfactory
& Substructure 060:
Satisfactory
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12153 (1) ·
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17859 (1)
'Banana River ' (1) ·
'BULLDOG CANAL ' (1) ·
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'Tomoka River ' (1)
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'65TH ST. ' (1) ·
'74TH AVE. ' (1) ·
'90TH AVE ' (1) ·
'CARTER RD. ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR712A (MCCARTY RD' (1) ·
'Girard Blvd. ' (1) ·
'I-95 NB ' (1) ·
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'KEEN RD (CR-611) ' (1) ·
'LINTON BLVD. ' (1) ·
'Main Trail ' (1) ·
'MISSION HILL ROAD ' (1) ·
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'Old Dixie Hwy. ' (1) ·
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'SAVONA BLVD. ' (1) ·
'SR-404 WB ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
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'0.1 mi W of Banana Rvr Dr' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5MI S of CR-608 ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'AT 4TH STREET ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'SR-404 WB - Banana River ' (1) ·
'US-192 WB-Indian River ' (1) ·
'US-92 WB-Tomoka River ' (1)
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81070520 (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 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)
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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
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