Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'Clint Moore Road ' (1) ·
'E3 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'I 95 and SR 704 ' (1) ·
'KELLER CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Salerno Creek ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'Troup Indiantown Canal ' (1)
Critical 006b:
Facility 007:
Number 008:
790156 (1) ·
790158 (1) ·
790160 (1) ·
894051 (1) ·
894053 (1) ·
894055 (1) ·
930469 (1) ·
931000 (1) ·
934282 (1) ·
934357 (1) ·
934359 (1) ·
934964 (1)
Location 009:
'0.4MI N of COVE ROAD ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'I-95 SR 704 interchange ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (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:
Channel 061:
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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 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:
171592 (1) ·
192 (1) ·
192590 (1) ·
19952 (1) ·
22989 (1) ·
23076 (1) ·
2500 (1) ·
4164 (1) ·
8000 (1) ·
960 (1)
Clearance 116:
Showing below up to 12 results in range #1 to #12.
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