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:
'BIG MUD CREEK ' (1) ·
'BULLDOG CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL G CANAL ' (1) ·
'Little Haw Creek ' (1) ·
'Middle Haw Creek ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'65TH ST. ' (1) ·
'74TH AVE. ' (1) ·
'90TH AVE ' (1) ·
'CARTER RD. ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'CR712A (MCCARTY RD' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR-40 ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-A1A ' (1)
Number 008:
790018 (1) ·
790019 (1) ·
880018 (1) ·
880019 (1) ·
880040 (1) ·
880044 (1) ·
880047 (1) ·
880049 (1) ·
880062 (1) ·
884015 (1) ·
884016 (1) ·
884020 (1) ·
884023 (1) ·
884036 (1) ·
884047 (1) ·
935303 (1) ·
937702 (1) ·
940003 (1) ·
940009 (1) ·
940027 (1) ·
940030 (1)
Location 009:
'0.23 MI N FPL POWER PLANT' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.8MI E OF 58TH AVE. ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'3MI W OF CR-615 ' (1) ·
'AT 4TH STREET ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'SR-40 - Little Haw Creek ' (1) ·
'SR-40 - Middle Haw Creek ' (1)
Latitude 016:
26291118 (1) ·
26450312 (1) ·
27211650 (1) ·
27224710 (1) ·
27234679 (1) ·
27275800 (1) ·
27335447 (1) ·
27360945 (1) ·
27363468 (1) ·
27363565 (1) ·
27390014 (1) ·
27391331 (1) ·
27403887 (1) ·
27412374 (1) ·
27413235 (1) ·
27424258 (1) ·
27424275 (1) ·
27445538 (1) ·
27445662 (1) ·
29133602 (1) ·
29142807 (1)
Longitude 017:
80044331 (1) ·
80044372 (1) ·
80144500 (1) ·
80195440 (1) ·
80245245 (1) ·
80255073 (1) ·
80260113 (1) ·
80265381 (1) ·
80274465 (1) ·
80274529 (1) ·
80282176 (1) ·
80284807 (1) ·
80291224 (1) ·
80294317 (1) ·
80294404 (1) ·
80294417 (1) ·
80303713 (1) ·
80304500 (1) ·
80304583 (1) ·
81134830 (1) ·
81183972 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
Culvert 062:
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 21 results in range #1 to #21.
