Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12235 (1) ·
12240 (1) ·
12274 (1) ·
13737 (1) ·
15195 (1) ·
15200 (1) ·
15201 (1) ·
15207 (1) ·
15269 (1) ·
15274 (1) ·
15598 (1) ·
15599 (1) ·
15739 (1) ·
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15870 (1) ·
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17905 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-15 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'Canal 15 ' (1) ·
'CANAL C-24 ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'CSX Railroad ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'Eau-Gallie River ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'I-4 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-14 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'Lake Worth Tide Relief' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'Long Creek ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'M CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MANATEE CREEK ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'N Fork St. Lucie River ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'BOB W RD 130TH ST.' (1) ·
'BROWNS FARM/CR-827' (1) ·
'CR-722 (COVE RD) ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'Fountainhead Blvd.' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'John Rodes Blvd. ' (1) ·
'MARINA BLVD. ' (1) ·
'MURPHY RD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NW 27TH AVE. ' (1) ·
'Peninsula Corp Dr ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'Saxon Blvd WB ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'Southern Boulevard' (1) ·
'SR-518 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR80(SouthernBlvd)' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB St. Lucie Blvd.' (1) ·
SR-520 (1)
Number 008:
700191 (1) ·
700196 (1) ·
704188 (1) ·
705603 (1) ·
790166 (1) ·
885810 (1) ·
890011 (1) ·
890012 (1) ·
890044 (1) ·
894003 (1) ·
894019 (1) ·
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934151 (1) ·
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934273 (1) ·
934315 (1) ·
934488 (1) ·
934518 (1) ·
934943 (1) ·
934944 (1) ·
940143 (1) ·
940144 (1) ·
940145 (1) ·
945272 (1) ·
945273 (1)
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'.5MI W of A1A & E of SR-5' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.1 Mile East of A1A ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.2Mi S of COVE RD ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.5Mi E of A1A ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.85 mile South of Linton' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.35Mi N of US-192 ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'2mi. East of SR-91 ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SR-518 over Eau-Gallie R.' (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
26195136 (1) ·
26251431 (1) ·
26251444 (1) ·
26252840 (1) ·
26290151 (1) ·
26320076 (1) ·
26360954 (1) ·
26401030 (1) ·
26401260 (1) ·
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28055660 (1) ·
28070604 (1) ·
28074371 (1) ·
28212382 (1) ·
28544052 (1)
Longitude 017:
80022719 (1) ·
80025423 (1) ·
80052320 (1) ·
80052546 (1) ·
80052570 (1) ·
80052717 (1) ·
80081246 (1) ·
80084210 (1) ·
80084271 (1) ·
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80102169 (1) ·
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80111608 (1) ·
80111763 (1) ·
80115706 (1) ·
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80192691 (1) ·
80214773 (1) ·
80221826 (1) ·
80235569 (1) ·
80244948 (1) ·
80293882 (1) ·
80390094 (1) ·
80401763 (1) ·
80420110 (1) ·
80423456 (1) ·
81161842 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
101000 (1) ·
12100 (1) ·
12500 (1) ·
12530 (1) ·
13300 (1) ·
13400 (1) ·
16427 (1) ·
16428 (1) ·
16600 (1) ·
17500 (1) ·
18041 (1) ·
200 (1) ·
20000 (1) ·
21000 (1) ·
21400 (1) ·
2500 (1) ·
255 (1) ·
29250 (1) ·
3012 (1) ·
35500 (1) ·
36000 (1) ·
36794 (1) ·
4000 (1) ·
45360 (1) ·
5760 (1) ·
6900 (1) ·
7161 (1) ·
77000 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
11972 (1) ·
12424 (1) ·
133595 (1) ·
15600 (1) ·
175235 (1) ·
20400 (1) ·
20994 (1) ·
23076 (1) ·
23249 (1) ·
250 (1) ·
28501 (1) ·
28801 (1) ·
300 (1) ·
30362 (1) ·
31301 (1) ·
3494 (1) ·
36435 (1) ·
37129 (1) ·
4338 (1) ·
4500 (1) ·
50749 (1) ·
61593 (1) ·
62283 (1) ·
62460 (1) ·
7000 (1) ·
73000 (1) ·
78700 (1)
Clearance 116:
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