Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'6th Avenue South ' (1) ·
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'CR 702 45th Street ' (1) ·
'Drainage Canal ' (1) ·
'Hypoluxo Rd. ' (1) ·
'I-95 (SR-9) ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'Lateral Canal 30 ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Northlake Blvd. ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'WPB Drainage Canal ' (1)
Critical 006b:
Facility 007:
'6 Ave S to NB I-95' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR 80 to NB I-95 ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1)
Number 008:
880069 (1) ·
930294 (1) ·
930299 (1) ·
930376 (1) ·
930380 (1) ·
930385 (1) ·
930390 (1) ·
930394 (1) ·
930444 (1) ·
930455 (1) ·
930458 (1) ·
930477 (1) ·
930478 (1) ·
930479 (1) ·
930480 (1) ·
930490 (1) ·
930510 (1) ·
930511 (1) ·
930516 (1) ·
930519 (1) ·
930520 (1) ·
930540 (1)
Location 009:
'0.3 mile North of SR 80 ' (1) ·
'0.85 mile South of Linton' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'Between SR 710 and 786 ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'I-95 / SR 882 ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR 706 to I 95 Ramp ' (1)
Latitude 016:
26252840 (1) ·
26290100 (1) ·
26295890 (1) ·
26342200 (1) ·
26363210 (1) ·
26363990 (1) ·
26364054 (1) ·
26391930 (1) ·
26404904 (1) ·
26405302 (1) ·
26411352 (1) ·
26411700 (1) ·
26440030 (1) ·
26453240 (1) ·
26465960 (1) ·
26483165 (1) ·
26554560 (1) ·
26555790 (1) ·
26560606 (1) ·
26561100 (1) ·
26561248 (1) ·
27422555 (1)
Longitude 017:
80040610 (1) ·
80040740 (1) ·
80040879 (1) ·
80040933 (1) ·
80041030 (1) ·
80041140 (1) ·
80041281 (1) ·
80042465 (1) ·
80042805 (1) ·
80044365 (1) ·
80050470 (1) ·
80052570 (1) ·
80052775 (1) ·
80052810 (1) ·
80055370 (1) ·
80055680 (1) ·
80085370 (1) ·
80085830 (1) ·
80090063 (1) ·
80090390 (1) ·
80090683 (1) ·
80323057 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
10000 (1) ·
10500 (1) ·
13000 (1) ·
13500 (1) ·
14000 (1) ·
16000 (1) ·
160500 (1) ·
17500 (1) ·
195661 (1) ·
203082 (1) ·
213000 (1) ·
226000 (1) ·
232000 (1) ·
43500 (1) ·
5300 (1) ·
6900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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:
11972 (1) ·
17350 (1) ·
18218 (1) ·
22555 (1) ·
23423 (1) ·
24290 (1) ·
27760 (1) ·
278468 (1) ·
30362 (1) ·
339472 (1) ·
352347 (1) ·
369555 (1) ·
392110 (1) ·
402520 (1) ·
75472 (1) ·
9196 (1)
Clearance 116:
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