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:
Status: (Click arrow to add another value)
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'14TH STREET CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER WATERWAY ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL A ' (1) ·
'MAIN CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'21ST ST SW ' (1) ·
'26TH STREET ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'65TH ST. ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'EB SR60 ' (1) ·
'ENGLAR DRIVE ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'SR-60 WB ' (1)
Number 008:
880018 (1) ·
880044 (1) ·
880047 (1) ·
880049 (1) ·
880062 (1) ·
880063 (1) ·
884019 (1) ·
884027 (1) ·
884028 (1) ·
884036 (1) ·
884038 (1) ·
884039 (1) ·
884047 (1) ·
884053 (1) ·
884054 (1) ·
884055 (1) ·
884057 (1) ·
884058 (1) ·
884059 (1) ·
884060 (1) ·
884061 (1) ·
884063 (1) ·
885603 (1)
Location 009:
'0.3MI W OF CR-507 ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1MI W OF CR-615 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'3MI W OF CR-615 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
Latitude 016:
27335447 (1) ·
27373700 (1) ·
27384653 (1) ·
27385855 (1) ·
27385856 (1) ·
27385877 (1) ·
27390014 (1) ·
27392294 (1) ·
27392357 (1) ·
27412374 (1) ·
27413235 (1) ·
27413662 (1) ·
27421622 (1) ·
27424275 (1) ·
27430923 (1) ·
27431010 (1) ·
27431016 (1) ·
27445538 (1) ·
27445555 (1) ·
27445662 (1) ·
27464133 (1) ·
27464527 (1) ·
27481770 (1)
Longitude 017:
80224294 (1) ·
80225809 (1) ·
80225872 (1) ·
80230306 (1) ·
80230357 (1) ·
80232401 (1) ·
80245245 (1) ·
80255073 (1) ·
80264603 (1) ·
80274275 (1) ·
80274430 (1) ·
80274465 (1) ·
80274529 (1) ·
80274670 (1) ·
80284193 (1) ·
80284214 (1) ·
80285095 (1) ·
80291224 (1) ·
80294169 (1) ·
80294417 (1) ·
80301990 (1) ·
80303713 (1) ·
80365186 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
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)
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)
Direction 102:
Deck Type 107:
Scour 113:
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.
