Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'10th Ave North ' (1) ·
'E Gateway Blvd ' (1) ·
'EB US 98 SR 80 ' (1) ·
'French Avenue ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'Peninsula Corp Dr ' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR 804 ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-44 ' (1) ·
'US-1 SB ' (1) ·
'WB US 98 SR 80 ' (1) ·
'Woolbright Road ' (1)
Number 008:
700002 (1) ·
700103 (1) ·
704150 (1) ·
704151 (1) ·
790004 (1) ·
790176 (1) ·
794006 (1) ·
890001 (1) ·
890021 (1) ·
930263 (1) ·
930289 (1) ·
930300 (1) ·
930433 (1) ·
930443 (1) ·
930461 (1) ·
930524 (1)
Location 009:
'1.3 mile S of Linton Rd. ' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'10th Ave North over I 95 ' (1) ·
'2 miles West of US-17 ' (1) ·
'Just West of I 95 ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-44 over CSX-RR ' (1) ·
'US-1 SB over FECRR ' (1) ·
'W of I 95 on Woolbright ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Channel 061:
Culvert 062:
Inspect Date 090:
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 16 results in range #1 to #16.
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