Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'CR 709 & FECRR ' (1) ·
'Gatlin Blvd ' (1) ·
'I 95 SR 9 ' (1) ·
'Kings Road ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'ORANGE CANAL ' (1) ·
'Pine Street ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR 794 Yamato Rd ' (1) ·
'SR-524 ' (1) ·
'SR-528 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'St Johns River ' (1) ·
'Trib To Turnbull Creek ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Clint Moore Road ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'Hurley Blvd ' (1) ·
'I 95 SB ' (1) ·
'KIMBERLY BLVD. WB ' (1) ·
'MAPP RD ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR-407 ' (1) ·
'SR-407 NB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'W LAKE RD CR-717 ' (1) ·
'Williams Road ' (1)
Number 008:
700084 (1) ·
700085 (1) ·
700087 (1) ·
700089 (1) ·
700090 (1) ·
700150 (1) ·
700153 (1) ·
705919 (1) ·
794061 (1) ·
794063 (1) ·
894029 (1) ·
894033 (1) ·
930189 (1) ·
930202 (1) ·
934275 (1) ·
934276 (1) ·
934441 (1) ·
934491 (1) ·
934505 (1) ·
940109 (1) ·
940115 (1) ·
940116 (1) ·
940126 (1) ·
940127 (1) ·
945251 (1)
Location 009:
'.75 Mile South Midway Rd.' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.6 MILE WEST OF US-1 ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'Just South of Exit 48 ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'SR-528 WB-St Johns River ' (1)
Latitude 016:
26225797 (1) ·
26234000 (1) ·
26241735 (1) ·
26322160 (1) ·
26420225 (1) ·
26422060 (1) ·
26422066 (1) ·
27024321 (1) ·
27080035 (1) ·
27154364 (1) ·
27155060 (1) ·
27211679 (1) ·
27211974 (1) ·
27234232 (1) ·
27234592 (1) ·
27591529 (1) ·
28240359 (1) ·
28240437 (1) ·
28244206 (1) ·
28270757 (1) ·
28270988 (1) ·
28271054 (1) ·
28291220 (1) ·
29021899 (1) ·
29024857 (1)
Longitude 017:
80035653 (1) ·
80035730 (1) ·
80052390 (1) ·
80052654 (1) ·
80053615 (1) ·
80120021 (1) ·
80161820 (1) ·
80200930 (1) ·
80222157 (1) ·
80233923 (1) ·
80234014 (1) ·
80244973 (1) ·
80245174 (1) ·
80251811 (1) ·
80413808 (1) ·
80424640 (1) ·
80454885 (1) ·
80454886 (1) ·
80493553 (1) ·
80505570 (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:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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:
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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