Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12273 (1) ·
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Status: (Click arrow to add another value)
County 003:
Place 004:
None (1) ·
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Palm Springs village (1) ·
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Royal Palm Beach village (1) ·
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South Daytona (1)
Direction 005e:
Features 006a:
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL E-4 ' (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) ·
'FEC Railroad ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Gabordy's Canal ' (1) ·
'Halifax Canal ' (1) ·
'Halifax Canal Lateral ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'L.W.D.D. #10 ' (1) ·
'LAKE IDA CANAL ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'Misner Branch ' (1) ·
'Nova Canal ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Rose Bay Canal ' (1) ·
'SFWMD C-15 CANAL ' (1)
Critical 006b:
Facility 007:
'AUDUBON BLVD. ' (1) ·
'BARBER STREET ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'Center Avenue ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'DAVIS ROAD ' (1) ·
'Dubber Road ' (1) ·
'FLEMING STREET ' (1) ·
'Fountainhead Blvd.' (1) ·
'Jackson Street ' (1) ·
'Magnolia St. ' (1) ·
'Main Street ' (1) ·
'Main Trail ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'NW 2ND ST ' (1) ·
'NW 5TH STREET ' (1) ·
'NW 7TH STREET ' (1) ·
'Old Daytona Rd ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PONCE DE LEON ST ' (1) ·
'Riverside Dr ' (1) ·
'Riverside Drive ' (1) ·
'S. VERDE TRAIL ' (1) ·
'Saul Street ' (1) ·
'SPARROW DRIVE ' (1) ·
'SW 18TH ST ' (1) ·
'SW 22ND WAY ' (1) ·
'Woodcliff Drive ' (1)
Number 008:
705601 (1) ·
705603 (1) ·
794042 (1) ·
794065 (1) ·
794122 (1) ·
795001 (1) ·
795521 (1) ·
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935501 (1) ·
935502 (1) ·
935750 (1) ·
937201 (1) ·
937355 (1) ·
937360 (1) ·
940047 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.03Mi E of CYPRESS WAY ' (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 S of CAMINO GARDEN ' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.1Mi W of Marsh Road ' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'10ft. East of Nova Road ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'200ft. S of 10th Street ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Reed Canal Road ' (1) ·
'At S Military Trail ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'Citrus Ave/FEC RR ' (1)
Latitude 016:
26192015 (1) ·
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26202088 (1) ·
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29144556 (1) ·
29165358 (1)
Longitude 017:
80044085 (1) ·
80044341 (1) ·
80045345 (1) ·
80050036 (1) ·
80050169 (1) ·
80050363 (1) ·
80050508 (1) ·
80054082 (1) ·
80054091 (1) ·
80054780 (1) ·
80054858 (1) ·
80054881 (1) ·
80054885 (1) ·
80055270 (1) ·
80055370 (1) ·
80074514 (1) ·
80074708 (1) ·
80131606 (1) ·
80140096 (1) ·
80192646 (1) ·
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80290638 (1) ·
80291127 (1) ·
80293742 (1) ·
80373635 (1) ·
80401144 (1) ·
80401763 (1) ·
80402235 (1) ·
80544173 (1) ·
80545000 (1) ·
80581706 (1) ·
81002850 (1) ·
81003691 (1) ·
81014689 (1) ·
81021145 (1) ·
81030053 (1) ·
81054109 (1) ·
81162090 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
1000 (1) ·
1008 (1) ·
101 (1) ·
1050 (1) ·
1082 (1) ·
12000 (1) ·
1440 (1) ·
1500 (1) ·
2050 (1) ·
2302 (1) ·
250 (1) ·
2753 (1) ·
3000 (1) ·
3012 (1) ·
3100 (1) ·
3820 (1) ·
3825 (1) ·
40 (1) ·
4200 (1) ·
500 (1) ·
5458 (1) ·
5792 (1) ·
605 (1) ·
6400 (1) ·
6493 (1) ·
6700 (1) ·
748 (1) ·
7600 (1) ·
8100 (1) ·
8187 (1) ·
9200 (1) ·
936 (1) ·
9500 (1) ·
960 (1)
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)
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 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:
1050 (1) ·
1124 (1) ·
11625 (1) ·
1165 (1) ·
121 (1) ·
1249 (1) ·
1309 (1) ·
13186 (1) ·
1350 (1) ·
14054 (1) ·
1562 (1) ·
15962 (1) ·
16482 (1) ·
1665 (1) ·
1728 (1) ·
2000 (1) ·
2020 (1) ·
20820 (1) ·
208200 (1) ·
2603 (1) ·
300 (1) ·
3331 (1) ·
3494 (1) ·
3556 (1) ·
3600 (1) ·
3994 (1) ·
4622 (1) ·
5378 (1) ·
60 (1) ·
600 (1) ·
6604 (1) ·
6940 (1) ·
7000 (1) ·
7008 (1) ·
7857 (1) ·
7980 (1) ·
9906 (1)
Clearance 116:
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