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)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'C-18 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-106 ' (1) ·
'CLEAR LAKE ' (1) ·
'COLLIER WATERWAY ' (1) ·
'Intracoastal Waterway ' (1) ·
'L.W.D.D. #10 ' (1) ·
'M-1 CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SCOTTS CANAL ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'COLUMBUS DR. ' (1) ·
'DAVIS ROAD ' (1) ·
'ENGLAR DRIVE ' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'KESTOR DR ' (1) ·
'LOCKS ROAD ' (1) ·
'MONET ROAD ' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'ORANGE TREE DR ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'TROON DR ' (1) ·
'TROPICALIA AVE. ' (1) ·
'UNDALLO RD ' (1)
Number 008:
885603 (1) ·
894050 (1) ·
894051 (1) ·
894052 (1) ·
930026 (1) ·
930356 (1) ·
934220 (1) ·
934277 (1) ·
934299 (1) ·
935001 (1) ·
935002 (1) ·
936551 (1) ·
937201 (1) ·
937352 (1) ·
937361 (1) ·
937362 (1) ·
937363 (1) ·
937707 (1) ·
945264 (1) ·
945266 (1) ·
945267 (1)
Location 009:
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2Mi W OF ROYAL P.B. BLV' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'0.3MI E OF US-1 ' (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 S OF P.B. LAKES BLV' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1)
Latitude 016:
26282666 (1) ·
26354425 (1) ·
26354653 (1) ·
26375694 (1) ·
26405650 (1) ·
26422207 (1) ·
26423784 (1) ·
26423785 (1) ·
26430400 (1) ·
26430410 (1) ·
26435320 (1) ·
26435409 (1) ·
26501416 (1) ·
26502431 (1) ·
27060944 (1) ·
27062187 (1) ·
27124842 (1) ·
27125212 (1) ·
27130073 (1) ·
27134072 (1) ·
27464133 (1)
Longitude 017:
80034367 (1) ·
80040030 (1) ·
80040084 (1) ·
80040825 (1) ·
80054780 (1) ·
80055088 (1) ·
80063334 (1) ·
80095948 (1) ·
80133989 (1) ·
80134000 (1) ·
80134407 (1) ·
80134460 (1) ·
80135980 (1) ·
80140376 (1) ·
80161911 (1) ·
80162515 (1) ·
80170170 (1) ·
80205945 (1) ·
80213453 (1) ·
80214187 (1) ·
80284214 (1)
Owner 022:
Built 027:
Lanes 028a:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Width 052: (Click arrow to add another value)
Deck 058: (Click arrow to add another value)
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 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)
Future 114:
Future Year 115:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
