Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15598 (1) ·
15618 (1) ·
15638 (1) ·
15648 (1) ·
15653 (1) ·
15657 (1) ·
15691 (1) ·
15692 (1) ·
15695 (1) ·
15696 (1) ·
15698 (1) ·
15700 (1) ·
15701 (1) ·
15702 (1) ·
15703 (1) ·
15704 (1) ·
15705 (1) ·
15707 (1) ·
15714 (1) ·
15735 (1) ·
15739 (1) ·
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15742 (1) ·
19366 (1) ·
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19401 (1) ·
19418 (1) ·
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19420 (1) ·
19421 (1) ·
19425 (1) ·
19426 (1) ·
19430 (1)
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'12th Avenue South ' (1) ·
'A DRAINAGE CANAL ' (1) ·
'Boynton Canal C-16 ' (1) ·
'Burns Road ' (1) ·
'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CSX Railroad ' (1) ·
'Donald Ross Road ' (1) ·
'Drainage Canal ' (1) ·
'El Rio Canal ' (1) ·
'Holly Drive ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'Military Trail ' (1) ·
'None ' (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 809 (Military Trail) ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-91 Fl. Tpk ' (1)
Critical 006b:
Facility 007:
'6 Ave S to NB I-95' (1) ·
'EB 706 To SB I-95 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'NB I 95 SR9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I 95 to Gateway' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'Peninsula Corp Dr ' (1) ·
'SB I 95 SR9 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'Southern Boulevard' (1) ·
'SR 80-Southern Bvd' (1) ·
'US-98 US-441 SR-80' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1)
Number 008:
930097 (1) ·
930184 (1) ·
930190 (1) ·
930251 (1) ·
930273 (1) ·
930287 (1) ·
930294 (1) ·
930371 (1) ·
930372 (1) ·
930375 (1) ·
930376 (1) ·
930378 (1) ·
930380 (1) ·
930382 (1) ·
930383 (1) ·
930384 (1) ·
930385 (1) ·
930386 (1) ·
930387 (1) ·
930390 (1) ·
930406 (1) ·
930435 (1) ·
930442 (1) ·
930443 (1) ·
930444 (1) ·
930445 (1) ·
930459 (1) ·
930490 (1) ·
930508 (1) ·
930509 (1) ·
930510 (1) ·
930511 (1) ·
930516 (1) ·
930517 (1) ·
930521 (1)
Location 009:
'.5MI W of A1A & E of SR-5' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.25 miles S/O SR 794 ' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'0.85 mile South of Linton' (1) ·
'1 mile North of SR 812 ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.7 miles North of SR 706' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Between SR 710 and 786 ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I 95 SR706 interchange ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'I-95 / SR 882 ' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'South of Ramp to SR 706 ' (1) ·
'SR-80 3MI E. 20 MI BEND ' (1) ·
'SW quadrant PB Int Airprt' (1) ·
'Tpk. SR 706 Interchange ' (1)
Latitude 016:
26232830 (1) ·
26251431 (1) ·
26251444 (1) ·
26252840 (1) ·
26295890 (1) ·
26322125 (1) ·
26325800 (1) ·
26360600 (1) ·
26363990 (1) ·
26364054 (1) ·
26384400 (1) ·
26384575 (1) ·
26391930 (1) ·
26403161 (1) ·
26404100 (1) ·
26410105 (1) ·
26420100 (1) ·
26483165 (1) ·
26492500 (1) ·
26494986 (1) ·
26504000 (1) ·
26525862 (1) ·
26525996 (1) ·
26554700 (1) ·
26554800 (1) ·
26555790 (1) ·
26560369 (1) ·
26560443 (1) ·
26560450 (1) ·
26560606 (1) ·
26561100 (1) ·
26561248 (1) ·
26571634 (1)
Longitude 017:
80025423 (1) ·
80040600 (1) ·
80040610 (1) ·
80040715 (1) ·
80040830 (1) ·
80040879 (1) ·
80041030 (1) ·
80041200 (1) ·
80041855 (1) ·
80042235 (1) ·
80044365 (1) ·
80052320 (1) ·
80052490 (1) ·
80052546 (1) ·
80052570 (1) ·
80052717 (1) ·
80054982 (1) ·
80055200 (1) ·
80055235 (1) ·
80055370 (1) ·
80061820 (1) ·
80064300 (1) ·
80074066 (1) ·
80074402 (1) ·
80085370 (1) ·
80085515 (1) ·
80085650 (1) ·
80085950 (1) ·
80090063 (1) ·
80090130 (1) ·
80090390 (1) ·
80090683 (1) ·
80091289 (1) ·
80095468 (1) ·
80184445 (1)
Owner 022:
Built 027:
Lanes 028a:
Traffic 029:
101000 (1) ·
10500 (1) ·
113000 (1) ·
116000 (1) ·
12100 (1) ·
13000 (1) ·
13500 (1) ·
14000 (1) ·
160500 (1) ·
171500 (1) ·
173000 (1) ·
190500 (1) ·
195661 (1) ·
19800 (1) ·
21000 (1) ·
222000 (1) ·
226000 (1) ·
38000 (1) ·
52652 (1) ·
6900 (1) ·
71250 (1) ·
76000 (1) ·
79000 (1) ·
85750 (1) ·
8600 (1)
Traffic Year 030: (Click arrow to add another value)
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) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
11972 (1) ·
123619 (1) ·
131860 (1) ·
137065 (1) ·
148776 (1) ·
14921 (1) ·
175235 (1) ·
18218 (1) ·
196055 (1) ·
201260 (1) ·
20994 (1) ·
22555 (1) ·
23423 (1) ·
24290 (1) ·
278468 (1) ·
297552 (1) ·
300155 (1) ·
330518 (1) ·
339472 (1) ·
34353 (1) ·
36435 (1) ·
385170 (1) ·
392110 (1) ·
65930 (1) ·
91351 (1)
Future Year 115:
Clearance 116:
Showing below up to 35 results in range #1 to #35.
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