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:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'34th Avenue ' (1) ·
'66th Avenue ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'EB Lake Worth Rd. ' (1) ·
'EB US 98 SR 80 ' (1) ·
'Enterprise Rd. ' (1) ·
'I-4 Ramp B ' (1) ·
'Juanita Ave. ' (1) ·
'Palm Bay Parkway ' (1) ·
'Port Malabar BL WB' (1) ·
'SR-520 WB ' (1) ·
'SR-710 EB ' (1) ·
'SR-710 WB ' (1) ·
'US 192 WB ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'WB US 98 SR 80 ' (1)
Number 008:
700219 (1) ·
700233 (1) ·
704097 (1) ·
704098 (1) ·
705920 (1) ·
705924 (1) ·
790191 (1) ·
790248 (1) ·
884098 (1) ·
884099 (1) ·
885813 (1) ·
890161 (1) ·
890162 (1) ·
930329 (1) ·
930462 (1) ·
930539 (1) ·
944017 (1)
Location 009:
'0.1Mi W of US-1 ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR-520 WB - Banana River ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
Channel 061:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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 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:
Showing below up to 17 results in range #1 to #17.
