Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12191 (1) ·
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19633 (1)
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Brando Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'CSX RAILROAD ' (1) ·
'Goat Creek ' (1) ·
'Halifax Canal ' (1) ·
'HAULOVER CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Konomac Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-2 Canal ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'Reed Canal ' (1) ·
'Rockledge Creek ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'TEN MILE CREEK ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'53RD STREET ' (1) ·
'Barracuda Blvd. ' (1) ·
'Briar Creek Blvd. ' (1) ·
'Center Avenue ' (1) ·
'Citrus Blvd ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'COURTENAY PARKWAY ' (1) ·
'Dairy Rd ' (1) ·
'Fifth Street ' (1) ·
'FLORIDA MANGO RD ' (1) ·
'Fort Florida Road ' (1) ·
'Fox Lake Rd. ' (1) ·
'GORDY ROAD ' (1) ·
'GUN CLUB RD ' (1) ·
'Haverhill Rd ' (1) ·
'Hood Road ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'LYONS ROAD ' (1) ·
'Old Samsula Dr ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'Ranch Rd. ' (1) ·
'S. VERDE TRAIL ' (1) ·
'Saul Street ' (1) ·
'Tadlock Ave. ' (1) ·
'Tucker Lane ' (1) ·
'Volco Road ' (1) ·
'Wilden Road ' (1)
Number 008:
700129 (1) ·
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Location 009:
'.15 mi W of Fleming Grant' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3 mi North of Taylor Rd' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.2 miles South of SR-520' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1MI W OF SR 809 ' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'2.5 Miles South of SR-520' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Reed Canal Road ' (1) ·
'At S Military Trail ' (1) ·
'Citrus Blvd - I-95 ' (1) ·
'Dairy Rd - I-95 ' (1) ·
'Ranch Rd. - I-95 ' (1) ·
'S of Southrn/Haverhll Int' (1)
Latitude 016:
26212624 (1) ·
26235178 (1) ·
26360809 (1) ·
26402673 (1) ·
26403896 (1) ·
26415450 (1) ·
26432857 (1) ·
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27241068 (1) ·
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27412374 (1) ·
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29092945 (1) ·
29143174 (1)
Longitude 017:
80032393 (1) ·
80044280 (1) ·
80070400 (1) ·
80071317 (1) ·
80074219 (1) ·
80074514 (1) ·
80112200 (1) ·
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80470960 (1) ·
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80493563 (1) ·
80510496 (1) ·
80512802 (1) ·
80543046 (1) ·
80544759 (1) ·
80545465 (1) ·
80545924 (1) ·
81003691 (1) ·
81030053 (1) ·
81042872 (1) ·
81205307 (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:
Width 052:
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 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) ·
N/A (1)
Culvert 062:
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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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