Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
Route 005d:
Features 006a:
'6th Avenue South ' (1) ·
'C-51 Canal ' (1) ·
'FECRR ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
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'N Fork Loxahatchee River' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'Spruce Creek ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-3 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 N/S TPK ' (1) ·
'US-192 ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
Critical 006b:
Facility 007:
'Benoist Farms Rd ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CR-4009 ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'HOOD RD 110.944 ' (1) ·
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'I 95 SR 9 ' (1) ·
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'I-95 ' (1) ·
'Levee Road ' (1) ·
'N. LAKE BLVD EB ' (1) ·
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'NB I-95 (SR 9) ' (1) ·
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'NORTHLAKE BLVD(EB)' (1) ·
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'SB SR-9 (I-95) ' (1) ·
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'SR-5/S. Olive Ave.' (1) ·
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'SR91 SB TPK 152.9 ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 (SR-5) ' (1) ·
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'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1)
Number 008:
700017 (1) ·
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Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'.5mi East US1 Lakeworth ' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'1mi. West of CR-613 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'At John Stretch Park ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 over US-192 ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'I-95/SR 806 interchange ' (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-415 - Lake Ashby Canal' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'US-1 SB over FECRR ' (1)
Latitude 016:
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28241933 (1) ·
28493748 (1) ·
28563417 (1) ·
29052660 (1)
Longitude 017:
80030866 (1) ·
80040740 (1) ·
80041030 (1) ·
80042598 (1) ·
80045345 (1) ·
80050893 (1) ·
80050894 (1) ·
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80383781 (1) ·
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80392362 (1) ·
80422075 (1) ·
80422081 (1) ·
80422199 (1) ·
80462658 (1) ·
80482471 (1) ·
80482472 (1) ·
80511310 (1) ·
81013690 (1) ·
81060965 (1)
Owner 022:
Built 027:
Traffic 029:
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)
Future 114:
10250 (1) ·
11624 (1) ·
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13012 (1) ·
14054 (1) ·
150 (1) ·
15000 (1) ·
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181308 (1) ·
20300 (1) ·
21254 (1) ·
23596 (1) ·
27413 (1) ·
3123 (1) ·
32400 (1) ·
35568 (1) ·
37302 (1) ·
392110 (1) ·
39905 (1) ·
402520 (1) ·
4511 (1) ·
53785 (1) ·
5639 (1) ·
6 (1) ·
8788 (1) ·
96292 (1)
Clearance 116:
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