Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Superstructure 059:
Satisfactory 
& Substructure 060:
Satisfactory
& Direction 102:
Other
& Substructure 060:
Satisfactory
& Direction 102:
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'Service Rd & Canal ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
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'US-17/92 ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'65TH ST. ' (1) ·
'74TH AVE. ' (1) ·
'90TH AVE ' (1) ·
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'CR-619 82ND AVE. ' (1) ·
'CR712A (MCCARTY RD' (1) ·
'EB Spanish Rvr Bvd' (1) ·
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945256 (1)
Location 009:
'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) ·
'A1A-Port Orange Relief ' (1) ·
'AT 4TH STREET ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-404 EB-Banana River ' (1) ·
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'US-1 - Crane Cr & City St' (1) ·
'US-1 - FECRR ' (1) ·
'US-192 WB-Indian River ' (1) ·
'US-92 WB-Tomoka River ' (1) ·
'WB SR800.2Mi west of US-1' (1)
Latitude 016:
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Longitude 017:
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81175636 (1)
Owner 022:
Built 027:
Traffic 029:
10 (1) ·
101 (1) ·
10200 (1) ·
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134 (1) ·
1401 (1) ·
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5792 (1) ·
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600 (1) ·
607 (1) ·
800 (1) ·
8950 (1) ·
936 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060: (Click arrow to add another value)
Channel 061:
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)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
Deck Type 107:
Scour 113:
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) ·
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)
Future 114:
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12 (1) ·
121 (1) ·
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200 (1) ·
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232 (1) ·
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27760 (1) ·
32098 (1) ·
325 (1) ·
3470 (1) ·
350 (1) ·
35220 (1) ·
36435 (1) ·
3990 (1) ·
3991 (1) ·
4000 (1) ·
41640 (1) ·
43809 (1) ·
4622 (1) ·
500 (1) ·
52918 (1) ·
62460 (1) ·
7008 (1) ·
704 (1) ·
87618 (1) ·
9625 (1)
Clearance 116:
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