Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15174 (1) ·
15175 (1) ·
15241 (1) ·
15242 (1) ·
15243 (1) ·
15250 (1) ·
15251 (1) ·
15255 (1) ·
15259 (1) ·
15708 (1) ·
15820 (1) ·
15885 (1) ·
15889 (1) ·
17875 (1) ·
17876 (1) ·
17877 (1) ·
17890 (1) ·
17901 (1) ·
17902 (1) ·
18734 (1) ·
19223 (1) ·
19224 (1) ·
19378 (1) ·
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19432 (1) ·
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19476 (1) ·
19477 (1) ·
19490 (1) ·
19497 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'14TH STREET CANAL ' (1) ·
'Banana River ' (1) ·
'Beamer's Ditch ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'DRAINAGE DITCH ' (1) ·
'E-2W CANAL ' (1) ·
'E3-canal ' (1) ·
'East Indian River Relief' (1) ·
'Hanson Grant Outlet ' (1) ·
'I 95 SR 9 ' (1) ·
'Indian River ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'SR-40 ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SR-91 N/S TPK ' (1) ·
'St. Lucie Canal ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'West Indian River Relief' (1)
Critical 006b:
Facility 007:
'COUNTRY CLUB DRIVE' (1) ·
'CR-603-IND RIV BLV' (1) ·
'East Island Access' (1) ·
'EB US 98 SR 80 ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'Haverhill Rd ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Indiantown Rd. ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Melaleuca Lane ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'S. VERDE TRAIL ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 ' (1) ·
'SR-9(I-95) ' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'WB US 98 SR 80 ' (1) ·
'West Island Access' (1)
Number 008:
700219 (1) ·
700220 (1) ·
700221 (1) ·
700236 (1) ·
704099 (1) ·
704100 (1) ·
790193 (1) ·
884053 (1) ·
884054 (1) ·
890121 (1) ·
890122 (1) ·
890123 (1) ·
890132 (1) ·
890133 (1) ·
890139 (1) ·
890144 (1) ·
890148 (1) ·
890149 (1) ·
930391 (1) ·
930461 (1) ·
930462 (1) ·
930524 (1) ·
930539 (1) ·
931007 (1) ·
931008 (1) ·
931009 (1) ·
931010 (1) ·
931011 (1) ·
934179 (1) ·
934295 (1) ·
934361 (1) ·
934903 (1) ·
934908 (1)
Location 009:
'.2 mi. N of Port St. John' (1) ·
'.5 mi East of I-95 ' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.9mi S of SR-520 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'2 MILES N OF CR-708 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.5MI N OF INDIANTOWN RD ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'At S Military Trail ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'I-95 (2 mi. N. of SR-76) ' (1) ·
'I-95 over SR-40 ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
26210242 (1) ·
26212624 (1) ·
26272575 (1) ·
26272647 (1) ·
26290135 (1) ·
26322016 (1) ·
26362838 (1) ·
26403385 (1) ·
26403390 (1) ·
26403455 (1) ·
26403485 (1) ·
26403896 (1) ·
26481194 (1) ·
26560311 (1) ·
26563620 (1) ·
26575410 (1) ·
27041365 (1) ·
27070958 (1) ·
27071400 (1) ·
27072925 (1) ·
27073032 (1) ·
27073439 (1) ·
27121600 (1) ·
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28212632 (1) ·
28212764 (1) ·
28240920 (1) ·
28272397 (1) ·
28275799 (1) ·
29152514 (1)
Longitude 017:
80041085 (1) ·
80041535 (1) ·
80043210 (1) ·
80071317 (1) ·
80071860 (1) ·
80074514 (1) ·
80074938 (1) ·
80075297 (1) ·
80083165 (1) ·
80102114 (1) ·
80102125 (1) ·
80102180 (1) ·
80103398 (1) ·
80103466 (1) ·
80111100 (1) ·
80115000 (1) ·
80144362 (1) ·
80160809 (1) ·
80161732 (1) ·
80164549 (1) ·
80164845 (1) ·
80170982 (1) ·
80224294 (1) ·
80232401 (1) ·
80385322 (1) ·
80385336 (1) ·
80440500 (1) ·
80471577 (1) ·
80494783 (1) ·
80495800 (1) ·
81065740 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
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 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:
113642 (1) ·
114510 (1) ·
12666 (1) ·
131860 (1) ·
136198 (1) ·
157712 (1) ·
18500 (1) ·
21372 (1) ·
22989 (1) ·
23596 (1) ·
25331 (1) ·
27000 (1) ·
39905 (1) ·
44197 (1) ·
49014 (1) ·
500 (1) ·
5040 (1) ·
535 (1) ·
5552 (1) ·
600 (1) ·
61592 (1) ·
68966 (1) ·
80678 (1)
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