Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'Hypoluxo to SB I95' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'Lantana to I 95 SB' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'SB I 95 to Lantana' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1)
Number 008:
930261 (1) ·
930262 (1) ·
930274 (1) ·
930275 (1) ·
930291 (1) ·
930292 (1) ·
930298 (1) ·
930299 (1) ·
934205 (1) ·
934206 (1) ·
934428 (1) ·
934900 (1) ·
934901 (1) ·
940111 (1) ·
940112 (1)
Location 009:
'0.2MI E OF US-441 (SR-7) ' (1) ·
'1MI W OF SR 809 ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'I-95 over Midway Road ' (1) ·
'Lantana I 95 Interchange ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
115000 (1) ·
116000 (1) ·
12000 (1) ·
13000 (1) ·
14000 (1) ·
22000 (1) ·
22500 (1) ·
32250 (1) ·
6100 (1) ·
6400 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
N/A (1)
Culvert 062:
Direction 102: (Click arrow to add another value)
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:
10583 (1) ·
15000 (1) ·
199525 (1) ·
201260 (1) ·
20820 (1) ·
22555 (1) ·
24290 (1) ·
38170 (1) ·
39038 (1) ·
55954 (1)
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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