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:
'Alamana Canal ' (1) ·
'C-23 CANAL ' (1) ·
'Cypress Creek ' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'Loxahatchee Slough ' (1) ·
'N CANAL ' (1) ·
'Sykes Creek ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'EB SR-710 ' (1) ·
'I 95 SR 9 ' (1) ·
'MURPHY RD ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'Sea Ray Drive ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR-415 ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'WB SR-710 ' (1) ·
'WESTMORELAND BLVD ' (1)
Number 008:
704144 (1) ·
790034 (1) ·
880050 (1) ·
890102 (1) ·
890115 (1) ·
890116 (1) ·
894003 (1) ·
930215 (1) ·
930373 (1) ·
930375 (1) ·
930412 (1) ·
930535 (1) ·
930536 (1) ·
934506 (1) ·
945250 (1)
Location 009:
'.75 miles South of SR-882' (1) ·
'0.6MI W OF US-1 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.5 miles North of SR-706' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (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: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
