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:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-51 W.P.B. CANAL ' (1) ·
'Cypress Creek ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LATERAL B CANAL ' (1) ·
'Military Trail ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'Nova Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'St Johns River ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'16TH ST ' (1) ·
'Central Blvd ' (1) ·
'CR 76A ' (1) ·
'CR-512 ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'DONALD ROSS RD WB ' (1) ·
'I 95 SR 9 ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NW 2ND ST ' (1) ·
'OKEELANTA RD. ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-520 WB ' (1) ·
'SR-714 ' (1) ·
'SR786 WB to SB I95' (1) ·
'US-98 SR700 US441 ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'Woodcliff Drive ' (1) ·
SR-46 (1)
Number 008:
700194 (1) ·
700200 (1) ·
795001 (1) ·
884065 (1) ·
884066 (1) ·
884068 (1) ·
890114 (1) ·
890115 (1) ·
890116 (1) ·
890159 (1) ·
930360 (1) ·
930376 (1) ·
930378 (1) ·
930379 (1) ·
930388 (1) ·
930392 (1) ·
930465 (1) ·
934160 (1) ·
934522 (1)
Location 009:
'0.25 mile North of SR 786' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1 mile North of SR 786 ' (1) ·
'10ft. East of Nova Road ' (1) ·
'2.5 miles North of SR-706' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'AT US-27 ' (1) ·
'CR 76A over I-95 ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-700 CANAL POINT ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
SR-46 over Six Mile Cr (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:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
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)
Culvert 062:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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 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 19 results in range #1 to #19.
