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)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'EB SR808 Glades Rd' (1) ·
'Fay Blvd. ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Port St. Lucie Bld' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-404 EB ' (1) ·
'SR-407 ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-A1A NB ' (1) ·
'WB SR808 Glades Rd' (1) ·
SR-A1A SB (1)
Number 008:
700091 (1) ·
700128 (1) ·
700145 (1) ·
700210 (1) ·
700211 (1) ·
704154 (1) ·
704161 (1) ·
790082 (1) ·
790083 (1) ·
790166 (1) ·
790167 (1) ·
880100 (1) ·
890126 (1) ·
930245 (1) ·
930246 (1) ·
940142 (1)
Location 009:
'.05 mi N of Indian Rvr Co' (1) ·
'.25mi W OF I-95 ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'800 ft West of I 95 ' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 SB over US-1 ' (1) ·
'Port St Lucie / FL TPK. ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-A1A - George King Blvd' (1) ·
SR-A1A SB- George King (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (1) ·
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 16 results in range #1 to #16.
