Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'6th Avenue South ' (1) ·
'Canal ' (1) ·
'CR 702 45th Street ' (1) ·
'CSX RR ' (1) ·
'E-2 West Canal ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 Canal ' (1) ·
'El Rio Canal E-4 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lateral Canal 30 ' (1) ·
'Lateral Canal A ' (1) ·
'Navy Canal ' (1) ·
'Northlake Blvd. ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'WPB Canal (C-51) ' (1) ·
'WPB Drainage Canal ' (1) ·
'WPB STUB CANAL ' (1)
Critical 006b: (Click arrow to add another value)
Facility 007:
'Becker Road ' (1) ·
'BELVEDERE RD ' (1) ·
'Crosstown Parkway ' (1) ·
'E Gateway Blvd ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Lake Worth Road ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SR-5A ' (1) ·
'SR-60 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-808 Glades Road' (1) ·
'US-92 ' (1)
Number 008:
790114 (1) ·
790135 (1) ·
880106 (1) ·
930294 (1) ·
930319 (1) ·
930325 (1) ·
930415 (1) ·
930433 (1) ·
930434 (1) ·
930446 (1) ·
930455 (1) ·
930456 (1) ·
930458 (1) ·
930490 (1) ·
930516 (1) ·
930519 (1) ·
930520 (1) ·
930540 (1) ·
934208 (1) ·
940101 (1) ·
940160 (1) ·
940161 (1)
Location 009:
'.75 MI. S. of US-92 ' (1) ·
'0.1MI W OF I-95 ' (1) ·
'0.4 Mi W of I-95 ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'Becker Rd/I-95 interchge ' (1) ·
'Between SR 710 and 786 ' (1) ·
'Crosstown Pkwy/I-95 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'I-95 / SR 882 ' (1) ·
'Just west of I-95 ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'SR-60 East of 66 Ave ' (1)
Latitude 016:
26214420 (1) ·
26220391 (1) ·
26220527 (1) ·
26290100 (1) ·
26295890 (1) ·
26330210 (1) ·
26330220 (1) ·
26363210 (1) ·
26370347 (1) ·
26391800 (1) ·
26391930 (1) ·
26412668 (1) ·
26440030 (1) ·
26453240 (1) ·
26465960 (1) ·
26483165 (1) ·
27123510 (1) ·
27173920 (1) ·
27245841 (1) ·
27382059 (1) ·
29095910 (1) ·
29113367 (1)
Longitude 017:
80040740 (1) ·
80041030 (1) ·
80041240 (1) ·
80041485 (1) ·
80041580 (1) ·
80041600 (1) ·
80044365 (1) ·
80050470 (1) ·
80052775 (1) ·
80052810 (1) ·
80054930 (1) ·
80055370 (1) ·
80055680 (1) ·
80074659 (1) ·
80101677 (1) ·
80102258 (1) ·
80231922 (1) ·
80240190 (1) ·
80250330 (1) ·
80274947 (1) ·
81020145 (1) ·
81051588 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
160500 (1) ·
17500 (1) ·
1800 (1) ·
18000 (1) ·
195661 (1) ·
203082 (1) ·
213000 (1) ·
226000 (1) ·
232000 (1) ·
28500 (1) ·
29307 (1) ·
30500 (1) ·
32000 (1) ·
39000 (1) ·
40500 (1) ·
46000 (1) ·
47500 (1) ·
62000 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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:
107570 (1) ·
278468 (1) ·
30363 (1) ·
3123 (1) ·
31230 (1) ·
339472 (1) ·
352347 (1) ·
369555 (1) ·
392110 (1) ·
402520 (1) ·
49448 (1) ·
50848 (1) ·
52917 (1) ·
55520 (1) ·
67665 (1) ·
70268 (1) ·
79810 (1) ·
82412 (1)
Clearance 116:
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