Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C STANLEY WEAVER CANAL ' (1) ·
'FELLSMERE CANAL ' (1) ·
'Halifax River ' (1) ·
'I-95 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'Lake Gertie ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'ORANGE CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Sykes Creek ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'CENTER DR. ' (1) ·
'CENTRAL BLVD ' (1) ·
'COUNTY RD 507 ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-92 EB ' (1) ·
'CR-92 WB ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'CR714 PALM CITY RD' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'Investment Lane ' (1) ·
'ISLAND WAY ' (1) ·
'Magnolia Avenue ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'PALOMINO DRIVE ' (1) ·
'S Williamson Blvd ' (1) ·
'Sea Ray Drive ' (1) ·
'SW 18th STREET EB ' (1) ·
'Sykes Creek Pkwy ' (1)
Number 008:
704011 (1) ·
704144 (1) ·
794015 (1) ·
794095 (1) ·
794121 (1) ·
794186 (1) ·
880076 (1) ·
884055 (1) ·
890039 (1) ·
890107 (1) ·
894029 (1) ·
894044 (1) ·
930392 (1) ·
934162 (1) ·
934240 (1) ·
934275 (1) ·
934276 (1) ·
934328 (1) ·
934350 (1) ·
934900 (1) ·
934950 (1)
Location 009:
'.8 Mile North of SR-520 ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'1/2MI S of US-1 ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'S. Williamson BI-I-95 ' (1)
Latitude 016:
26195472 (1) ·
26322054 (1) ·
26360890 (1) ·
26374169 (1) ·
26422060 (1) ·
26422066 (1) ·
26422645 (1) ·
26475245 (1) ·
26561812 (1) ·
26583556 (1) ·
27024321 (1) ·
27035280 (1) ·
27112188 (1) ·
27413662 (1) ·
27491949 (1) ·
28220616 (1) ·
28242068 (1) ·
29031634 (1) ·
29031702 (1) ·
29072045 (1) ·
29123848 (1)
Longitude 017:
80035653 (1) ·
80035730 (1) ·
80051026 (1) ·
80055517 (1) ·
80072029 (1) ·
80074380 (1) ·
80075632 (1) ·
80080218 (1) ·
80095067 (1) ·
80121445 (1) ·
80152526 (1) ·
80184167 (1) ·
80222157 (1) ·
80264603 (1) ·
80362564 (1) ·
80405551 (1) ·
80413919 (1) ·
81010311 (1) ·
81025225 (1) ·
81184073 (1) ·
81184077 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (1)
Culvert 062:
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 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) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
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