Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12135 (1) ·
12191 (1) ·
12192 (1) ·
12194 (1) ·
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12261 (1) ·
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13669 (1) ·
13763 (1) ·
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13807 (1) ·
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13810 (1) ·
13817 (1) ·
15131 (1) ·
15168 (1) ·
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15579 (1) ·
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18716 (1) ·
19633 (1)
Date: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'Brando Canal ' (1) ·
'Canal ' (1) ·
'CSX RAILROAD ' (1) ·
'E-2-E Canal ' (1) ·
'Halifax Canal ' (1) ·
'HAULOVER CANAL ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I-95 ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Little Tomoka River ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD L-2 Canal ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Rockledge Creek ' (1) ·
'Sweetwater Creek ' (1) ·
'Turkey Creek ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'53RD STREET ' (1) ·
'Barracuda Blvd. ' (1) ·
'Center Avenue ' (1) ·
'Citrus Blvd ' (1) ·
'COURTENAY PARKWAY ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'Dairy Rd ' (1) ·
'Fifth Street ' (1) ·
'FLORIDA MANGO RD ' (1) ·
'Fox Lake Rd. ' (1) ·
'GUN CLUB RD ' (1) ·
'I-95 ' (1) ·
'Old Samsula Dr ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'Ranch Rd. ' (1) ·
'Saul Street ' (1) ·
'SR-40 ' (1) ·
'SR-A1A ' (1) ·
'SR806 Atlantic Ave' (1) ·
'Tomoka Farms Rd ' (1) ·
'Tucker Lane ' (1) ·
'US-1 (SR-5) ' (1)
Number 008:
700050 (1) ·
700129 (1) ·
700130 (1) ·
700133 (1) ·
700135 (1) ·
703004 (1) ·
704093 (1) ·
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937709 (1) ·
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940004 (1)
Location 009:
'0.1 Mi North of Taylor Rd' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.3 mi North of Taylor Rd' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.6 Mi W of SR-11 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.2 miles South of SR-520' (1) ·
'1MI W OF SR 809 ' (1) ·
'2.4 Mi. S of SR-520 ' (1) ·
'2.5 Miles South of SR-520' (1) ·
'2.96 Mi. West of I-95 ' (1) ·
'300' E of FL Turnpike ' (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) ·
'Citrus Blvd - I-95 ' (1) ·
'Dairy Rd - I-95 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'Ranch Rd. - I-95 ' (1)
Latitude 016:
26252016 (1) ·
26271298 (1) ·
26402673 (1) ·
26415450 (1) ·
26432857 (1) ·
27211650 (1) ·
27214720 (1) ·
27392653 (1) ·
27412374 (1) ·
27431010 (1) ·
28194733 (1) ·
28194787 (1) ·
28204430 (1) ·
28252942 (1) ·
28291149 (1) ·
28350798 (1) ·
28381369 (1) ·
28441095 (1) ·
29004760 (1) ·
29020655 (1) ·
29051124 (1) ·
29051568 (1) ·
29092945 (1) ·
29131903 (1) ·
29143174 (1) ·
29152375 (1)
Longitude 017:
80032393 (1) ·
80042598 (1) ·
80044280 (1) ·
80074219 (1) ·
80101847 (1) ·
80144500 (1) ·
80145640 (1) ·
80274529 (1) ·
80285095 (1) ·
80294391 (1) ·
80451679 (1) ·
80463003 (1) ·
80463221 (1) ·
80470960 (1) ·
80491320 (1) ·
80493563 (1) ·
80510496 (1) ·
80512802 (1) ·
80545465 (1) ·
80545924 (1) ·
81003691 (1) ·
81030053 (1) ·
81040663 (1) ·
81042872 (1) ·
81095154 (1) ·
81194815 (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 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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
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: (Click arrow to add another value)
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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