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:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'Blue Lake Equalizer ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL-1 ' (1) ·
'EL RIO CANAL ' (1) ·
'Gabordy's Canal ' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax Canal Lateral ' (1) ·
'Halifax River ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LWDD E-4 (El Rio) Canal ' (1) ·
'Nav. Banana River Canal ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'Spruce Creek ' (1) ·
'Sweetwater Branch ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CR603(JOHNSTON RD)' (1) ·
'CYPRESS WAY ' (1) ·
'E. Minnesota Ave. ' (1) ·
'Girard Blvd. ' (1) ·
'Jackson Street ' (1) ·
'Magnolia Avenue ' (1) ·
'NW 20TH ST WB ' (1) ·
'PALM B LAKE BVD WB' (1) ·
'Riverside Drive ' (1) ·
'SR-507 NB ' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'Taylor Rd ' (1) ·
'Taylor Road ' (1) ·
'TROON DR ' (1) ·
'US-92 EB ' (1)
Number 008:
700185 (1) ·
704016 (1) ·
790097 (1) ·
794009 (1) ·
794010 (1) ·
794014 (1) ·
794015 (1) ·
795713 (1) ·
796412 (1) ·
880060 (1) ·
934224 (1) ·
934421 (1) ·
935002 (1) ·
935204 (1) ·
935205 (1) ·
935207 (1) ·
935209 (1) ·
935210 (1) ·
940041 (1) ·
940043 (1) ·
940071 (1)
Location 009:
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 mi E of CR-415 ' (1) ·
'0.2 mi East of SR-421 ' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.5Mi West of Kepler Rd. ' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'200ft. S of 10th Street ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
'US-92 EB -Tomoka River ' (1)
Latitude 016:
26201757 (1) ·
26202088 (1) ·
26202500 (1) ·
26202775 (1) ·
26202815 (1) ·
26221083 (1) ·
26354653 (1) ·
26433040 (1) ·
27281147 (1) ·
27281239 (1) ·
27283693 (1) ·
27385917 (1) ·
28004740 (1) ·
28233806 (1) ·
29001931 (1) ·
29020919 (1) ·
29050220 (1) ·
29062471 (1) ·
29081340 (1) ·
29095064 (1) ·
29123848 (1)
Longitude 017:
80043860 (1) ·
80054082 (1) ·
80054881 (1) ·
80054885 (1) ·
80055270 (1) ·
80055282 (1) ·
80060114 (1) ·
80063334 (1) ·
80232645 (1) ·
80232703 (1) ·
80251175 (1) ·
80371970 (1) ·
80401219 (1) ·
80513106 (1) ·
80544173 (1) ·
81002850 (1) ·
81010311 (1) ·
81012325 (1) ·
81035390 (1) ·
81052615 (1) ·
81160318 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 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)
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) ·
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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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