Drilldown: bridge data
From Indian River Lagoon Project
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- 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:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'EB 706 To SB I-95 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SB I 95 to Cong Av' (1) ·
'SR-472 WB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'ST LUCIE W BLVD EB' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'WB SR706 to SB I95' (1)
Number 008:
700052 (1) ·
700074 (1) ·
700127 (1) ·
700140 (1) ·
790042 (1) ·
790100 (1) ·
790190 (1) ·
930378 (1) ·
930384 (1) ·
930390 (1) ·
930444 (1) ·
945272 (1) ·
949901 (1) ·
949902 (1)
Location 009:
'0.1MI W OF BAYSHORE BLVD ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.85 mile South of Linton' (1) ·
'5.7MI W OF US-1 ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-95 / SR 706 Interchange' (1) ·
'I-95 NB - SR-520 ' (1) ·
'I-95 SB - SR-520 ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-528 EB - SR-401 ' (1) ·
'SR-528 WB - SR-401 ' (1) ·
'Tpk. SR 706 Interchange ' (1)
Latitude 016:
Longitude 017:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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) ·
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:
Direction 102:
Deck Type 107:
Scour 113:
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)
Future 114:
Clearance 116:
Showing below up to 14 results in range #1 to #14.
