Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- 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:
Route 005d:
Direction 005e:
Features 006a:
'BRANCH OF C-44 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'HAULOVER CANAL ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-10 Canal ' (1) ·
'LAKE WORTH ' (1) ·
'LATERAL A CANAL ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'Sebastian Inlet ' (1) ·
'TAYLOR CREEK ' (1) ·
'TEN MILE CREEK ' (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'97 TH STREET ' (1) ·
'BARBER STREET ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'COUNTY LINE RD ' (1) ·
'COURTENAY PARKWAY ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-880 ' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'CR714 PALM CITY RD' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Entrnce Rd to FDOT' (1) ·
'ISLAND ROAD ' (1) ·
'Levee Road ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SR-404 WB ' (1) ·
'SR-A1A ' (1) ·
'US-1 (SR-5) ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
Number 008:
700077 (1) ·
703001 (1) ·
703002 (1) ·
703004 (1) ·
704019 (1) ·
880005 (1) ·
880044 (1) ·
884003 (1) ·
884039 (1) ·
884063 (1) ·
884064 (1) ·
885605 (1) ·
890015 (1) ·
890039 (1) ·
894019 (1) ·
894021 (1) ·
930004 (1) ·
930805 (1) ·
930940 (1) ·
935900 (1) ·
936802 (1) ·
940015 (1) ·
940029 (1)
Location 009:
'0.1MI W of US-98 / SR-441' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1/2MI S of US-1 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200ft. W of A1A ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'300FT East of CR-717 ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'AT 141st ST ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'SR-404 WB - Indian River ' (1) ·
KENNEDY SPACE CENTER (1)
Latitude 016:
26235789 (1) ·
26410771 (1) ·
26414288 (1) ·
26484825 (1) ·
26495569 (1) ·
26582879 (1) ·
26590684 (1) ·
27020590 (1) ·
27112188 (1) ·
27241547 (1) ·
27275808 (1) ·
27430923 (1) ·
27445538 (1) ·
27461915 (1) ·
27464527 (1) ·
27473810 (1) ·
27475995 (1) ·
27513635 (1) ·
28122319 (1) ·
28171453 (1) ·
28313826 (1) ·
28313884 (1) ·
28441095 (1)
Longitude 017:
80023337 (1) ·
80033671 (1) ·
80040020 (1) ·
80065384 (1) ·
80081246 (1) ·
80152526 (1) ·
80194850 (1) ·
80215950 (1) ·
80232057 (1) ·
80241142 (1) ·
80265430 (1) ·
80274275 (1) ·
80291224 (1) ·
80293742 (1) ·
80334956 (1) ·
80365044 (1) ·
80365155 (1) ·
80365186 (1) ·
80390071 (1) ·
80443323 (1) ·
80451679 (1) ·
80454983 (1)
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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 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)
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 conditions; field review indicates action is required to protect exposed foundations (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 23 results in range #1 to #23.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
