Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'BESSEY CREEK ' (1) ·
'BULLDOG CANAL ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'L.W.D.D. #10 ' (1) ·
'Lake Osborne ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD L-2 Canal ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SCOTTS CANAL ' (1)
Critical 006b:
Facility 007:
'AUDUBON BLVD. ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Camp Site Road ' (1) ·
'DAVIS ROAD ' (1) ·
'FLORIDA MANGO RD ' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'KIMBERLY BLVD. WB ' (1) ·
'KUDZA ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MARGINAL RD ' (1) ·
'MONET ROAD ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'ORANGE TREE DR ' (1) ·
'SANDALFOOT BLVD EB' (1) ·
'SANDALFOOT BLVD WB' (1) ·
'SEMINOLE DR ' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SW THIRD ST ' (1) ·
'TROON DR ' (1)
Number 008:
890082 (1) ·
890085 (1) ·
930223 (1) ·
934214 (1) ·
934254 (1) ·
934278 (1) ·
934312 (1) ·
934319 (1) ·
934373 (1) ·
934402 (1) ·
934404 (1) ·
934405 (1) ·
934428 (1) ·
934441 (1) ·
935001 (1) ·
935002 (1) ·
935502 (1) ·
936551 (1) ·
937001 (1) ·
937201 (1) ·
937702 (1) ·
937703 (1)
Location 009:
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'At SR-7/US-441 ' (1) ·
'At US-441/SR-7 ' (1) ·
'In John Prince Park ' (1)
Latitude 016:
26200900 (1) ·
26201002 (1) ·
26204432 (1) ·
26225750 (1) ·
26225797 (1) ·
26254577 (1) ·
26351368 (1) ·
26354425 (1) ·
26354653 (1) ·
26355670 (1) ·
26360866 (1) ·
26375694 (1) ·
26385460 (1) ·
26401000 (1) ·
26415450 (1) ·
26445565 (1) ·
26445590 (1) ·
26450312 (1) ·
26490539 (1) ·
26501416 (1) ·
27033219 (1) ·
27102733 (1)
Longitude 017:
80040825 (1) ·
80041664 (1) ·
80041713 (1) ·
80044280 (1) ·
80044331 (1) ·
80045020 (1) ·
80050363 (1) ·
80052354 (1) ·
80054780 (1) ·
80055088 (1) ·
80055545 (1) ·
80063334 (1) ·
80075828 (1) ·
80102470 (1) ·
80104062 (1) ·
80120021 (1) ·
80120952 (1) ·
80120955 (1) ·
80121006 (1) ·
80142789 (1) ·
80184796 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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)
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)
Future 114:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
