Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
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Features 006a:
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'North Relief Canal ' (1) ·
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'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
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'Sykes Creek ' (1) ·
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'US-192 ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
'20TH AVENUE ' (1) ·
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I-95 SB (1)
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Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.15 mi East of Bay Drive' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.25 miles S/O SR 794 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'At John Stretch Park ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'I-95 over US-192 ' (1) ·
'Lake Worth ' (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 - Sykes Creek ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB - Sykes Creek ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
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Longitude 017:
80040620 (1) ·
80041030 (1) ·
80042598 (1) ·
80045345 (1) ·
80051590 (1) ·
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80244777 (1) ·
80244820 (1) ·
80264868 (1) ·
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80392362 (1) ·
80413925 (1) ·
80413927 (1) ·
80422075 (1) ·
80422077 (1) ·
80422081 (1) ·
80422180 (1) ·
80422199 (1) ·
80482471 (1) ·
80482472 (1) ·
80572813 (1)
Owner 022:
Built 027:
Lanes 028a:
Traffic 029:
100 (1) ·
10000 (1) ·
10750 (1) ·
11700 (1) ·
12250 (1) ·
16000 (1) ·
171500 (1) ·
173000 (1) ·
18400 (1) ·
226000 (1) ·
23000 (1) ·
236000 (1) ·
25170 (1) ·
2600 (1) ·
27000 (1) ·
3000 (1) ·
3026 (1) ·
31000 (1) ·
34000 (1) ·
41250 (1) ·
62000 (1) ·
640 (1) ·
68500 (1) ·
7300 (1) ·
7500 (1) ·
8100 (1) ·
85750 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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:
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 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:
107570 (1) ·
118848 (1) ·
12665 (1) ·
13012 (1) ·
14054 (1) ·
148776 (1) ·
150 (1) ·
15000 (1) ·
18651 (1) ·
20300 (1) ·
21254 (1) ·
22080 (1) ·
27760 (1) ·
297552 (1) ·
300155 (1) ·
31462 (1) ·
32400 (1) ·
392110 (1) ·
39905 (1) ·
4000 (1) ·
409460 (1) ·
4511 (1) ·
5205 (1) ·
53785 (1) ·
58990 (1) ·
71569 (1) ·
731 (1)
Clearance 116:
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