Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12286 (1) ·
13791 (1) ·
13807 (1) ·
13813 (1) ·
15189 (1) ·
15191 (1) ·
15854 (1) ·
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19505 (1) ·
19531 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'BULLDOG CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-106 ' (1) ·
'COLLIER WATERWAY ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Halifax Canal ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'L.W.D.D. #10 ' (1) ·
'Lake Osborne ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'Misner Branch ' (1) ·
'RELIEF CANAL ' (1) ·
'Rose Bay Canal ' (1) ·
'SCOTTS CANAL ' (1)
Critical 006b:
Facility 007:
'ALLAMANDA BLVD. ' (1) ·
'AUDUBON BLVD. ' (1) ·
'Camp Site Road ' (1) ·
'Center Avenue ' (1) ·
'COLUMBUS DR. ' (1) ·
'DAVIS ROAD ' (1) ·
'ENGLAR DRIVE ' (1) ·
'Hurley Blvd ' (1) ·
'Island Drive ' (1) ·
'KESTOR DR ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'Main Street ' (1) ·
'Main Trail ' (1) ·
'MONET ROAD ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'ORANGE TREE DR ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PINE RIDGE WAY ' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SAVONA BLVD. ' (1) ·
'TROON DR ' (1) ·
'UNDALLO RD ' (1)
Number 008:
705919 (1) ·
794122 (1) ·
795521 (1) ·
796000 (1) ·
885601 (1) ·
885603 (1) ·
934373 (1) ·
934420 (1) ·
934421 (1) ·
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945267 (1)
Location 009:
'.1 Mile W of US-A1A ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'At Intersection w LPGA BL' (1) ·
'In John Prince Park ' (1)
Latitude 016:
26221050 (1) ·
26221083 (1) ·
26254577 (1) ·
26323521 (1) ·
26354425 (1) ·
26354653 (1) ·
26355670 (1) ·
26375694 (1) ·
26423784 (1) ·
26423785 (1) ·
26433224 (1) ·
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27453074 (1) ·
27464133 (1) ·
27591529 (1) ·
29063307 (1) ·
29143174 (1) ·
29165358 (1)
Longitude 017:
80024595 (1) ·
80040825 (1) ·
80043826 (1) ·
80044331 (1) ·
80045020 (1) ·
80050363 (1) ·
80052354 (1) ·
80054082 (1) ·
80054091 (1) ·
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80055088 (1) ·
80060815 (1) ·
80063334 (1) ·
80133989 (1) ·
80134000 (1) ·
80134407 (1) ·
80134460 (1) ·
80205945 (1) ·
80213453 (1) ·
80214187 (1) ·
80214259 (1) ·
80231068 (1) ·
80284214 (1) ·
80290638 (1) ·
80424640 (1) ·
80581706 (1) ·
81030053 (1) ·
81054109 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Lanes 028a:
Traffic 029:
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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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:
Clearance 116:
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