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:
Direction 005e:
Features 006a:
'CPB20 CANAL ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Indian River IWW ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'EB SR - 714 ' (1) ·
'GOLDFINCH LANE ' (1) ·
'I 95 NB SR 9 ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'PIONEER ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SW GREENRIDGE LANE' (1) ·
'US-192 WB ' (1) ·
'WB Lake Worth Rd. ' (1)
Number 008:
700174 (1) ·
704203 (1) ·
705910 (1) ·
890134 (1) ·
894049 (1) ·
930319 (1) ·
930328 (1) ·
930335 (1) ·
930336 (1) ·
934221 (1) ·
937354 (1) ·
937360 (1) ·
940101 (1) ·
940102 (1)
Location 009:
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At Lake Washington Rd ' (1) ·
'US-192 WB-Indian River ' (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:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062: (Click arrow to add another value)
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:
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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