Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Alamana Canal ' (1) ·
'Canal 15 ' (1) ·
'Cattail Outfall ' (1) ·
'COLLIER CREEK ' (1) ·
'COLLIER WATERWAY ' (1) ·
'Deep Creek ' (1) ·
'El Rio Canal E-4 ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Kellers Canal ' (1) ·
'L-12 Canal ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'Nav. Banana River Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
Brushy Canal (1) ·
Palm Canal (1)
Critical 006b:
Facility 007:
'BARBER STREET ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'EB SR808 Glades Rd' (1) ·
'ENGLAR DRIVE ' (1) ·
'FLEMING STREET ' (1) ·
'Girard Blvd. ' (1) ·
'I-95 ' (1) ·
'John Rodes Blvd. ' (1) ·
'Levee Road ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALM B LAKE BVD WB' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SE 7TH STREET ' (1) ·
'SR-415 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR802 (Lake Worth)' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'WB SR808 Glades Rd' (1) ·
I-95 (1)
Number 008:
700093 (1) ·
700163 (1) ·
700164 (1) ·
704016 (1) ·
704188 (1) ·
790033 (1) ·
790034 (1) ·
880018 (1) ·
880020 (1) ·
885603 (1) ·
885604 (1) ·
885605 (1) ·
930073 (1) ·
930245 (1) ·
930246 (1) ·
930319 (1) ·
930806 (1) ·
934224 (1) ·
935100 (1) ·
937706 (1) ·
940086 (1) ·
940087 (1) ·
949901 (1)
Location 009:
'.4mi. East of Congress ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.35Mi N of US-192 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'2.3Mi N of Ind. River Co.' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'800 ft West of I 95 ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-415 - Deep Creek ' (1) ·
1.2 Mi S of Wickham R. (1) ·
1.5 MI S of Wickham Rd (1)
Latitude 016:
26214420 (1) ·
26220525 (1) ·
26220610 (1) ·
26370205 (1) ·
26405710 (1) ·
26432987 (1) ·
26433040 (1) ·
26455204 (1) ·
27190428 (1) ·
27311700 (1) ·
27311955 (1) ·
27390014 (1) ·
27392653 (1) ·
27464133 (1) ·
27474990 (1) ·
27475995 (1) ·
27505442 (1) ·
28055660 (1) ·
28123269 (1) ·
28124426 (1) ·
28233806 (1) ·
28535974 (1) ·
28555594 (1)
Longitude 017:
80043860 (1) ·
80050085 (1) ·
80054930 (1) ·
80071550 (1) ·
80071555 (1) ·
80222755 (1) ·
80270180 (1) ·
80270543 (1) ·
80284214 (1) ·
80291127 (1) ·
80293742 (1) ·
80294391 (1) ·
80294417 (1) ·
80295638 (1) ·
80344333 (1) ·
80393620 (1) ·
80401219 (1) ·
80420110 (1) ·
80424447 (1) ·
80424785 (1) ·
81063625 (1) ·
81080270 (1)
Owner 022:
Built 027:
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) ·
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) ·
N/A (1)
Inspect Date 090:
Direction 102:
Rebuilt 106: (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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation or by installation of properly designed countermeasures (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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