Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
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'N Fork Loxahatchee River' (1) ·
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'SR 882 Forest Hill Blvd ' (1) ·
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'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-3 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
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'US-192 ' (1)
Critical 006b:
Facility 007:
'Atlantic Ave. ' (1) ·
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'BOB W RD 130TH ST.' (1) ·
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Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'300' E of FL Turnpike ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'At John Stretch Park ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 over US-192 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'SR-710 TPK Interchange ' (1)
Latitude 016:
26192015 (1) ·
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Longitude 017:
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Built 027:
Traffic 029:
100 (1) ·
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101 (1) ·
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255 (1) ·
2600 (1) ·
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3000 (1) ·
31000 (1) ·
325 (1) ·
39500 (1) ·
5200 (1) ·
605 (1) ·
68500 (1) ·
7500 (1) ·
8100 (1) ·
936 (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) ·
N/A (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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 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 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)
Future 114:
1050 (1) ·
1124 (1) ·
118848 (1) ·
121 (1) ·
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14054 (1) ·
150 (1) ·
15000 (1) ·
1920 (1) ·
2000 (1) ·
2020 (1) ·
20300 (1) ·
21254 (1) ·
23596 (1) ·
27413 (1) ·
27760 (1) ·
27934 (1) ·
300 (1) ·
32400 (1) ·
35568 (1) ·
37302 (1) ·
392110 (1) ·
39905 (1) ·
4000 (1) ·
4511 (1) ·
53785 (1) ·
600 (1) ·
68532 (1) ·
8675 (1)
Clearance 116:
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