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: (Click arrow to add another value)
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL B CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL A ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'Nav. Banana River Canal ' (1) ·
'RIO MAR BAY ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'Sykes Creek ' (1)
Critical 006b:
Facility 007:
'12th Street ' (1) ·
'13th Street SW ' (1) ·
'16TH ST ' (1) ·
'16th St/College Ln' (1) ·
'1st St SW ' (1) ·
'20TH AVENUE ' (1) ·
'21ST ST SW ' (1) ·
'26TH STREET ' (1) ·
'27TH STREET ' (1) ·
'34th Avenue ' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'Bay Drive ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'Girard Blvd. ' (1) ·
'Patti Drive ' (1) ·
'Richland Ave ' (1) ·
'River Drive ' (1) ·
'Sykes Creek Pkwy ' (1) ·
'VETERANS WALK ' (1)
Number 008:
704011 (1) ·
704013 (1) ·
704016 (1) ·
704017 (1) ·
884047 (1) ·
884053 (1) ·
884061 (1) ·
884062 (1) ·
884066 (1) ·
884069 (1) ·
884073 (1) ·
884074 (1) ·
884075 (1) ·
884077 (1) ·
884084 (1) ·
884105 (1) ·
885808 (1) ·
885809 (1) ·
885811 (1) ·
885812 (1) ·
885813 (1)
Location 009:
'.8 Mile North of SR-520 ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'Inter 66th Ave/College Ln' (1)
Latitude 016:
27335447 (1) ·
27344850 (1) ·
27354128 (1) ·
27355685 (1) ·
27360764 (1) ·
27363390 (1) ·
27372705 (1) ·
27375405 (1) ·
27375420 (1) ·
27382700 (1) ·
27382938 (1) ·
27383371 (1) ·
27384653 (1) ·
27384786 (1) ·
27385110 (1) ·
27385354 (1) ·
27385877 (1) ·
28220616 (1) ·
28220892 (1) ·
28233806 (1) ·
28293415 (1)
Longitude 017:
80214090 (1) ·
80214400 (1) ·
80220390 (1) ·
80232401 (1) ·
80240703 (1) ·
80242065 (1) ·
80242120 (1) ·
80251340 (1) ·
80255073 (1) ·
80264781 (1) ·
80264806 (1) ·
80264867 (1) ·
80264892 (1) ·
80264917 (1) ·
80264970 (1) ·
80274670 (1) ·
80274700 (1) ·
80401219 (1) ·
80405551 (1) ·
80413508 (1) ·
80425652 (1)
Owner 022:
Built 027:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
