Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12252 (1) ·
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County 003:
Place 004:
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Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Blue Lake Equalizer ' (1) ·
'CANAL ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'Cow Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'E-1 CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'Gabordy's Canal ' (1) ·
'Halifax Canal ' (1) ·
'HAULOVER CANAL ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'Little Cow Creek ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'N CANAL ' (1) ·
'Nav. Banana River Canal ' (1) ·
'PERENNIAL CANAL ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Rowland Canal ' (1) ·
'Samsula Canal ' (1) ·
'Sykes Creek ' (1) ·
'Tomoka River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Turnbull Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'COURTENAY PARKWAY ' (1) ·
'Cow Creek Road ' (1) ·
'DAVIS ROAD ' (1) ·
'Daytona Avenue ' (1) ·
'E. CAMINO REAL ' (1) ·
'E. Minnesota Ave. ' (1) ·
'Emerson Drive ' (1) ·
'Fountainhead Blvd.' (1) ·
'Girard Blvd. ' (1) ·
'GOLDFINCH LANE ' (1) ·
'HOLLY DRIVE ' (1) ·
'Hunting Camp Road ' (1) ·
'IBIS WAY ' (1) ·
'INLET CAY DR. ' (1) ·
'ISLAND DRIVE ' (1) ·
'Jupiter Blvd. ' (1) ·
'LPGA Blvd ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'MAPP RD ' (1) ·
'Marsh Road ' (1) ·
'Maytown Road ' (1) ·
'MERCER AVE ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'PARK COMMERCE BLVD' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'Richland Ave ' (1) ·
'Riverside Drive ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'Samsula Drive ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'Turnbull Bay Road ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'West Farms Road ' (1) ·
'Williams Road ' (1)
Number 008:
703004 (1) ·
704013 (1) ·
704016 (1) ·
705603 (1) ·
705906 (1) ·
705909 (1) ·
794014 (1) ·
794022 (1) ·
794032 (1) ·
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794061 (1) ·
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936655 (1) ·
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937000 (1) ·
937002 (1) ·
937202 (1) ·
937354 (1) ·
937708 (1)
Location 009:
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.4 Mile West of I-95 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5Mi West of Kepler Rd. ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.1 miles North of US-92 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'200ft. S of 10th Street ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'8.3 miles East of SR-415 ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'Intrsect w Reed Canal Rd ' (1)
Latitude 016:
26202200 (1) ·
26211596 (1) ·
26211635 (1) ·
26212592 (1) ·
26212629 (1) ·
26281369 (1) ·
26295449 (1) ·
26315908 (1) ·
26322144 (1) ·
26382089 (1) ·
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26421675 (1) ·
26442375 (1) ·
26490130 (1) ·
26492346 (1) ·
26535784 (1) ·
27011700 (1) ·
27080035 (1) ·
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28004758 (1) ·
28004888 (1) ·
28070604 (1) ·
28220892 (1) ·
28233806 (1) ·
28441095 (1) ·
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29001931 (1) ·
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29021899 (1) ·
29024857 (1) ·
29030413 (1) ·
29043231 (1) ·
29092052 (1) ·
29130195 (1) ·
29144552 (1)
Longitude 017:
80022643 (1) ·
80024971 (1) ·
80025576 (1) ·
80033398 (1) ·
80041431 (1) ·
80043770 (1) ·
80051210 (1) ·
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80121064 (1) ·
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80285590 (1) ·
80321756 (1) ·
80384417 (1) ·
80401219 (1) ·
80401763 (1) ·
80413508 (1) ·
80414817 (1) ·
80451679 (1) ·
80544173 (1) ·
80563010 (1) ·
80573537 (1) ·
80574874 (1) ·
80575726 (1) ·
81005885 (1) ·
81012877 (1) ·
81022149 (1) ·
81022736 (1) ·
81025853 (1) ·
81063403 (1) ·
81160318 (1) ·
81162375 (1)
Owner 022:
Built 027:
Traffic 029:
1001 (1) ·
101 (1) ·
1051 (1) ·
1052 (1) ·
1200 (1) ·
1227 (1) ·
1286 (1) ·
13888 (1) ·
1854 (1) ·
2122 (1) ·
240 (1) ·
2599 (1) ·
283 (1) ·
3000 (1) ·
3012 (1) ·
3111 (1) ·
3160 (1) ·
324 (1) ·
325 (1) ·
3500 (1) ·
364 (1) ·
3820 (1) ·
43 (1) ·
4959 (1) ·
5000 (1) ·
594 (1) ·
600 (1) ·
607 (1) ·
675 (1) ·
75 (1) ·
7896 (1) ·
825 (1) ·
9188 (1) ·
9633 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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)
Culvert 062:
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 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 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:
None (1) ·
11174 (1) ·
121 (1) ·
1272 (1) ·
1388 (1) ·
1419 (1) ·
1454 (1) ·
1500 (1) ·
15941 (1) ·
17360 (1) ·
174 (1) ·
2568 (1) ·
288 (1) ·
3145 (1) ·
3217 (1) ·
342 (1) ·
3494 (1) ·
3750 (1) ·
3800 (1) ·
4001 (1) ·
440 (1) ·
4622 (1) ·
52 (1) ·
521 (1) ·
5398 (1) ·
600 (1) ·
6000 (1) ·
6001 (1) ·
6073 (1) ·
704 (1) ·
719 (1) ·
720 (1) ·
91 (1) ·
9128 (1)
Clearance 116:
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