Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'CR 712 (Midway Road) ' (1) ·
'CSX RAILROAD ' (1) ·
'E-2-E Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
'Halifax Canal ' (1) ·
'I-95 ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-2 Canal ' (1) ·
'Middle Haw Creek ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'North Lake ' (1) ·
'Reed Canal ' (1) ·
'SR-50 ' (1) ·
'Sweetwater Creek ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'Center Avenue ' (1) ·
'Citrus Blvd ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'Dairy Rd ' (1) ·
'EB North Lake Blvd' (1) ·
'FLORIDA MANGO RD ' (1) ·
'Fox Lake Rd. ' (1) ·
'GUN CLUB RD ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LE CHALET BLVD ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'Old Samsula Dr ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'PROSPERITY FARMSRD' (1) ·
'Ranch Rd. ' (1) ·
'Saul Street ' (1) ·
'SR-40 ' (1) ·
'SR806 Atlantic Ave' (1) ·
'SW 18TH ST ' (1) ·
'Tomoka Farms Rd ' (1)
Number 008:
700058 (1) ·
700129 (1) ·
700130 (1) ·
700132 (1) ·
700133 (1) ·
700135 (1) ·
790920 (1) ·
794019 (1) ·
794020 (1) ·
795521 (1) ·
796518 (1) ·
930032 (1) ·
930050 (1) ·
934135 (1) ·
934203 (1) ·
934254 (1) ·
934487 (1) ·
935218 (1) ·
937709 (1) ·
940035 (1) ·
940111 (1)
Location 009:
'0.1 Mi North of Taylor Rd' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.3 mi North of Taylor Rd' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1MI W OF SR 809 ' (1) ·
'1MI W of US-1 ' (1) ·
'1mi. W of US-1. ' (1) ·
'300' E of FL Turnpike ' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Reed Canal Road ' (1) ·
'Citrus Blvd - I-95 ' (1) ·
'Dairy Rd - I-95 ' (1) ·
'I-95 NB over SR-50 ' (1) ·
'I-95 over Midway Road ' (1) ·
'I-95 SB over SR-50 ' (1) ·
'Ranch Rd. - I-95 ' (1) ·
'SR-40 over Middle Haw Cr.' (1)
Latitude 016:
26194915 (1) ·
26271298 (1) ·
26331032 (1) ·
26402673 (1) ·
26415450 (1) ·
26432857 (1) ·
26482760 (1) ·
26524856 (1) ·
27222697 (1) ·
27222772 (1) ·
28252942 (1) ·
28291149 (1) ·
28330609 (1) ·
28330662 (1) ·
28350798 (1) ·
28381369 (1) ·
29051124 (1) ·
29051568 (1) ·
29092945 (1) ·
29143174 (1) ·
29143956 (1)
Longitude 017:
80032393 (1) ·
80040198 (1) ·
80043160 (1) ·
80044280 (1) ·
80054858 (1) ·
80074219 (1) ·
80075125 (1) ·
80101847 (1) ·
80203293 (1) ·
80243196 (1) ·
80491320 (1) ·
80493563 (1) ·
80510496 (1) ·
80510507 (1) ·
80510633 (1) ·
80512802 (1) ·
81003691 (1) ·
81030053 (1) ·
81040663 (1) ·
81042872 (1) ·
81133337 (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:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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) ·
N/A (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 not over waterway. (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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