Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12265 (1) ·
12266 (1) ·
12273 (1) ·
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12278 (1) ·
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12280 (1) ·
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Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-104 CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'Canal C-46 ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'COLLIER CREEK ' (1) ·
'CPB20 CANAL ' (1) ·
'Crane Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'E-3 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'F.E.C. Railroad ' (1) ·
'Gabordy's Canal ' (1) ·
'Halifax Canal ' (1) ·
'Halifax Canal Lateral ' (1) ·
'HOWARD CREEK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'BARBER STREET ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'Caballero Ave ' (1) ·
'Center Avenue ' (1) ·
'Dubber Road ' (1) ·
'DUNN ROAD ' (1) ·
'Eldron Blvd ' (1) ·
'Eldron Blvd. ' (1) ·
'FLEMING STREET ' (1) ·
'FLORESTA DR ' (1) ·
'Fountainhead Blvd.' (1) ·
'Jackson Street ' (1) ·
'JORGENSEN RD ' (1) ·
'Jupiter Blvd. ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'NW 27TH AVE. ' (1) ·
'NW 7TH STREET ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PONCE DE LEON ST ' (1) ·
'Port Malabar Bl EB' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'Riverside Drive ' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'S. VERDE TRAIL ' (1) ·
'Saul Street ' (1) ·
'SAVONA BLVD. ' (1) ·
'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SPARROW DRIVE ' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'SW 18TH ST ' (1) ·
'WESTMORELAND BLVD ' (1)
Number 008:
704150 (1) ·
704151 (1) ·
705601 (1) ·
705603 (1) ·
705907 (1) ·
705909 (1) ·
705910 (1) ·
705913 (1) ·
705916 (1) ·
705917 (1) ·
795521 (1) ·
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885601 (1) ·
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945254 (1) ·
945256 (1) ·
945270 (1) ·
945271 (1) ·
945272 (1) ·
949901 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.6MI W OF US-1 ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'200ft. S of 10th Street ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Reed Canal Road ' (1) ·
'At S Military Trail ' (1) ·
'Canal View Blvd Intrsectn' (1)
Latitude 016:
26194915 (1) ·
26212337 (1) ·
26212624 (1) ·
26221050 (1) ·
26221083 (1) ·
26252859 (1) ·
26373441 (1) ·
26415887 (1) ·
26423137 (1) ·
27153115 (1) ·
27154364 (1) ·
27155561 (1) ·
27161021 (1) ·
27164934 (1) ·
27190428 (1) ·
27201582 (1) ·
27201586 (1) ·
27201587 (1) ·
27220029 (1) ·
27220118 (1) ·
27384120 (1) ·
27453074 (1) ·
27455347 (1) ·
27474990 (1) ·
27475995 (1) ·
27581117 (1) ·
27583729 (1) ·
27590359 (1) ·
28002252 (1) ·
28004888 (1) ·
28010115 (1) ·
28031126 (1) ·
28031144 (1) ·
28042875 (1) ·
28070604 (1) ·
29001931 (1) ·
29081340 (1) ·
29092945 (1) ·
29143174 (1)
Longitude 017:
80045345 (1) ·
80054082 (1) ·
80054091 (1) ·
80054858 (1) ·
80055370 (1) ·
80074514 (1) ·
80074708 (1) ·
80131606 (1) ·
80140096 (1) ·
80172570 (1) ·
80195445 (1) ·
80200930 (1) ·
80213056 (1) ·
80214554 (1) ·
80215355 (1) ·
80215969 (1) ·
80221826 (1) ·
80222500 (1) ·
80222755 (1) ·
80231068 (1) ·
80244948 (1) ·
80283504 (1) ·
80290638 (1) ·
80291127 (1) ·
80293742 (1) ·
80353497 (1) ·
80353508 (1) ·
80354573 (1) ·
80373635 (1) ·
80393940 (1) ·
80394182 (1) ·
80394642 (1) ·
80400429 (1) ·
80401763 (1) ·
80414817 (1) ·
80544173 (1) ·
81002850 (1) ·
81003691 (1) ·
81030053 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
1008 (1) ·
1050 (1) ·
11300 (1) ·
120 (1) ·
12000 (1) ·
1394 (1) ·
1440 (1) ·
1500 (1) ·
1810 (1) ·
20000 (1) ·
2050 (1) ·
220 (1) ·
250 (1) ·
2753 (1) ·
3000 (1) ·
3012 (1) ·
3100 (1) ·
3600 (1) ·
3820 (1) ·
4689 (1) ·
500 (1) ·
5975 (1) ·
600 (1) ·
6000 (1) ·
6062 (1) ·
6193 (1) ·
6400 (1) ·
6493 (1) ·
6724 (1) ·
6900 (1) ·
748 (1) ·
7600 (1) ·
8000 (1) ·
8100 (1) ·
8187 (1) ·
9500 (1) ·
9633 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
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)
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 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:
10000 (1) ·
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1165 (1) ·
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1249 (1) ·
13186 (1) ·
1350 (1) ·
14054 (1) ·
1612 (1) ·
16482 (1) ·
1728 (1) ·
19606 (1) ·
2000 (1) ·
20820 (1) ·
208200 (1) ·
2091 (1) ·
250 (1) ·
28801 (1) ·
300 (1) ·
3331 (1) ·
3470 (1) ·
3494 (1) ·
3500 (1) ·
3556 (1) ·
4000 (1) ·
4622 (1) ·
5378 (1) ·
5420 (1) ·
600 (1) ·
6812 (1) ·
7000 (1) ·
7032 (1) ·
7157 (1) ·
7200 (1) ·
7800 (1) ·
7857 (1) ·
850 (1) ·
9906 (1)
Clearance 116:
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