Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
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Lake Washington Road (1)
Critical 006b:
Facility 007:
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Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'.75 miles South of SR-882' (1) ·
'0.5Mi East of US-1 ' (1) ·
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'1.7 miles North of SR 706' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'2.5 miles North of SR-706' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'At Exit 76 ' (1) ·
'At John Stretch Park ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
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'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'SR-710 TPK Interchange ' (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
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Longitude 017:
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80413919 (1) ·
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80482471 (1) ·
80482472 (1)
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
10000 (1) ·
11300 (1) ·
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1202 (1) ·
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15800 (1) ·
18500 (1) ·
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213000 (1) ·
21500 (1) ·
226000 (1) ·
23000 (1) ·
2600 (1) ·
27000 (1) ·
3000 (1) ·
31000 (1) ·
40500 (1) ·
41250 (1) ·
68500 (1) ·
7161 (1) ·
7500 (1) ·
76000 (1) ·
8100 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (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 not over waterway. (1)
Future 114:
118848 (1) ·
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1390 (1) ·
14054 (1) ·
150 (1) ·
15000 (1) ·
19606 (1) ·
20300 (1) ·
21254 (1) ·
23076 (1) ·
23596 (1) ·
27413 (1) ·
32098 (1) ·
32400 (1) ·
35568 (1) ·
369555 (1) ·
37302 (1) ·
392110 (1) ·
39905 (1) ·
4000 (1) ·
4511 (1) ·
53785 (1) ·
70268 (1) ·
71569 (1)
Clearance 116:
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