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: (Click arrow to add another value)
Route 005d:
Features 006a:
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'Belcher Canal (C-25) ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'CANAL L-20 ' (1) ·
'Goat Creek ' (1) ·
'Sebastian Canal ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR-514 ' (1) ·
'SR-68 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-9 (I-95) ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'53RD STREET ' (1) ·
'Babcock Street ' (1) ·
'Briar Creek Blvd. ' (1) ·
'Graham Road ' (1) ·
'Hurley Blvd ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Kings Highway ' (1) ·
'Malabar Rd ' (1) ·
'MINUTE MAID RD 165' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'RDBGH RD 170.14 ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1)
Number 008:
700034 (1) ·
700119 (1) ·
700202 (1) ·
700204 (1) ·
700205 (1) ·
704004 (1) ·
704042 (1) ·
705500 (1) ·
705919 (1) ·
940007 (1) ·
940058 (1) ·
940059 (1) ·
940060 (1) ·
940068 (1) ·
940083 (1) ·
940092 (1) ·
940093 (1) ·
940096 (1) ·
940097 (1) ·
940100 (1) ·
940152 (1) ·
940162 (1) ·
940163 (1)
Location 009:
'0.6 mi S of Pt Malabar Bl' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'I-95 - SR-514 ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'Just North of SR70 on I95' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1)
Latitude 016:
27254533 (1) ·
27264995 (1) ·
27265100 (1) ·
27265210 (1) ·
27271705 (1) ·
27271802 (1) ·
27281041 (1) ·
27281046 (1) ·
27281242 (1) ·
27281411 (1) ·
27283927 (1) ·
27283929 (1) ·
27290688 (1) ·
27320060 (1) ·
27531888 (1) ·
27580607 (1) ·
27580636 (1) ·
27591529 (1) ·
27595475 (1) ·
27595640 (1) ·
28003795 (1) ·
28004733 (1) ·
28004737 (1)
Longitude 017:
80222800 (1) ·
80224257 (1) ·
80231656 (1) ·
80233690 (1) ·
80233991 (1) ·
80235637 (1) ·
80235639 (1) ·
80235687 (1) ·
80252971 (1) ·
80254109 (1) ·
80270210 (1) ·
80270308 (1) ·
80323926 (1) ·
80324008 (1) ·
80333288 (1) ·
80355219 (1) ·
80363628 (1) ·
80372083 (1) ·
80374985 (1) ·
80382659 (1) ·
80382780 (1) ·
80424614 (1) ·
80424640 (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) ·
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: (Click arrow to add another value)
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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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