Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'A DRAINAGE CANAL ' (1) ·
'BOLLES CANAL (L-21) ' (1) ·
'Canal ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'Drainage Canal ' (1) ·
'Kings Road ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'ORANGE CANAL ' (1) ·
'Pine Street ' (1) ·
'Ryan's Canal ' (1) ·
'SR 794 Yamato Rd ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR-528 ' (1) ·
'St Johns River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Young Canal ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'Hurley Blvd ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'PALOMINO DRIVE ' (1) ·
'SR-407 ' (1) ·
'SR-407 NB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR-80EB (Southern)' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'US-27 (SR-25) ' (1) ·
'US-98 US-441 SR-80' (1) ·
'Williams Road ' (1)
Number 008:
700084 (1) ·
700085 (1) ·
700086 (1) ·
700087 (1) ·
700090 (1) ·
700150 (1) ·
700151 (1) ·
700216 (1) ·
705919 (1) ·
794061 (1) ·
794063 (1) ·
890141 (1) ·
890142 (1) ·
894029 (1) ·
930189 (1) ·
930201 (1) ·
930342 (1) ·
930406 (1) ·
930408 (1) ·
930412 (1) ·
930416 (1) ·
934276 (1) ·
934328 (1)
Location 009:
'0.25 W of Turnbull Bay Rd' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.5mi East of Indiantown' (1) ·
'2.2 Mi East of SR-528 ' (1) ·
'2.7 MI WEST OF SR-9 I-95 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'Just North of Exit 48 ' (1) ·
'Just South of Exit 48 ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'SR-528 WB-St Johns River ' (1) ·
'SR-80 3MI E. 20 MI BEND ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'US-27 OVER BOLLES CANAL ' (1)
Latitude 016:
26220464 (1) ·
26221756 (1) ·
26234000 (1) ·
26234020 (1) ·
26363478 (1) ·
26374169 (1) ·
26410105 (1) ·
26410616 (1) ·
26422066 (1) ·
27011358 (1) ·
27014124 (1) ·
27024321 (1) ·
27591529 (1) ·
28244125 (1) ·
28244206 (1) ·
28254595 (1) ·
28270757 (1) ·
28270988 (1) ·
28271054 (1) ·
28283186 (1) ·
28291220 (1) ·
29021899 (1) ·
29024857 (1)
Longitude 017:
80035653 (1) ·
80053485 (1) ·
80053615 (1) ·
80101495 (1) ·
80101504 (1) ·
80121445 (1) ·
80184445 (1) ·
80215065 (1) ·
80222157 (1) ·
80244814 (1) ·
80260193 (1) ·
80424182 (1) ·
80424640 (1) ·
80493553 (1) ·
80505570 (1) ·
80511334 (1) ·
80512324 (1) ·
80522877 (1) ·
80534962 (1) ·
80534993 (1) ·
80574874 (1) ·
80575726 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a: (Click arrow to add another value)
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) ·
N/A (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 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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