Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
bridge data > Channel 061 
:
Bridge closed because of channel failure. Corrective action may put back in light service. or
No noticeable or noteworthy deficiencies which affect the condition of the channel.
& Future Year 115:
2039
:
Bridge closed because of channel failure. Corrective action may put back in light service. or
No noticeable or noteworthy deficiencies which affect the condition of the channel.
& Future Year 115:
2039 Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
884105 (1) ·
890158 (1) ·
891000 (1) ·
930541 (1) ·
930542 (1) ·
930543 (1) ·
930547 (1) ·
931007 (1) ·
931008 (1) ·
934301 (1) ·
945264 (1) ·
945267 (1)
Location 009:
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'03 mi N of SR 706 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'StriblingWay ovr E-1canal' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
Direction 102:
Rebuilt 106:
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)
Future 114:
Future Year 115: (Click arrow to add another value)
Showing below up to 12 results in range #1 to #12.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
