Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'C-1 Canal ' (1) ·
'Cambridge Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'EL RIO CANAL ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lateral A Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'SR 70 ' (1) ·
'SR-91 Turnpike ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'US 92 ' (1) ·
Addison Canal (1)
Critical 006b:
Facility 007:
'33rd Street ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'EB Okee. Blvd. ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'I-4 Ramp B ' (1) ·
'JOG ROAD (SB) ' (1) ·
'NW 7TH STREET ' (1) ·
'Palm Bay Parkway ' (1) ·
'PALMWOOD ROAD ' (1) ·
'SR-710 EB ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'Trailwood Drive ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1) ·
I-95 (1)
Number 008:
700229 (1) ·
705924 (1) ·
790248 (1) ·
796414 (1) ·
884100 (1) ·
884104 (1) ·
890161 (1) ·
930418 (1) ·
934136 (1) ·
934346 (1) ·
934369 (1) ·
934468 (1) ·
934469 (1) ·
934913 (1) ·
935221 (1) ·
940135 (1)
Location 009:
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'SR-704 Over SR-91 ' (1) ·
I-95 over Addison Canal (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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:
Rebuilt 106:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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