Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Waterway 
& Deck 058:
Satisfactory
& Substructure 060:
Satisfactory
& Deck 058:
Satisfactory
& Substructure 060:
Satisfactory Use the filters below to narrow your results.
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
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'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
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'IRRIGATION DITCH #4 ' (1) ·
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'LATERAL A CANAL ' (1) ·
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'TAYLOR CREEK CANAL-1 ' (1) ·
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Indian River ICW (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
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'74TH AVE. ' (1) ·
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'CR-619 82ND AVE. ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
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'LIGHTHOUSE DRIVE ' (1) ·
'LINTON BLVD. ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'Old Dixie Hwy. ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SAVONA BLVD. ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR-40 WB ' (1) ·
'SR-46 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 ' (1) ·
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SR-518 (1)
Number 008:
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Location 009:
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3MI E OF PROSPERITY FAR' (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) ·
'0.9MI N OF CR-630 ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1/4Mi W of New Roosevelt ' (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 N of NW 22ND STR ' (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-40 WB -Tomoka River ' (1) ·
'SR-46 - St. Johns River ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
'US-192 WB-Indian River ' (1) ·
'US-92 WB-Tomoka River ' (1) ·
SR-518 over Indian River (1)
Latitude 016:
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Longitude 017:
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81072482 (1)
Owner 022:
Built 027:
Traffic 029:
10 (1) ·
101 (1) ·
11100 (1) ·
13300 (1) ·
134 (1) ·
1401 (1) ·
15250 (1) ·
16000 (1) ·
1650 (1) ·
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2000 (1) ·
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260 (1) ·
280 (1) ·
300 (1) ·
35500 (1) ·
3600 (1) ·
416 (1) ·
46500 (1) ·
50500 (1) ·
52000 (1) ·
5500 (1) ·
5900 (1) ·
600 (1) ·
800 (1) ·
9100 (1) ·
936 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
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)
Culvert 062:
Inspect Date 090:
Direction 102:
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 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 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)
Future 114:
10236 (1) ·
1041 (1) ·
1124 (1) ·
12 (1) ·
121 (1) ·
1388 (1) ·
15788 (1) ·
1696 (1) ·
19258 (1) ·
200 (1) ·
23076 (1) ·
232 (1) ·
26400 (1) ·
26459 (1) ·
27760 (1) ·
2863 (1) ·
32098 (1) ·
325 (1) ·
3470 (1) ·
350 (1) ·
3990 (1) ·
3991 (1) ·
4000 (1) ·
43809 (1) ·
500 (1) ·
61592 (1) ·
694 (1) ·
80678 (1) ·
87618 (1) ·
90220 (1) ·
9625 (1)
Clearance 116:
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