Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Location 009 : '8 mi South of Malabar Rd ' or 'AT CR-615 (66TH AVE.) ' & Service On 042a: Highway

Use the filters below to narrow your results.

ObjectID:
12257 (1) · 15170 (1) · 15171 (1)
Status:
AM (1) · MM (1)
Date:
04-03 (1) · 05-03 (1) · 12-02 (1)
County 003:
Brevard (1) · Indian River (1)
Place 004:
None (1) · Malabar (1)
Route 005d:
00000 (1) · 00507 (1)
Direction 005e:
None (1)
Features 006a:
'LATERAL A CANAL ' (1) · 'Sebastian Canal ' (1)
Critical 006b:
None (1)
Facility 007:
'53RD STREET ' (1) · '61ST./PECAN GROVE ' (1) · 'Babcock Street ' (1)
Number 008:
704042 (1) · 884036 (1) · 884038 (1)
Location 009: (Click arrow to add another value)
Latitude 016:
27412374 (1) · 27421622 (1) · 27531888 (1)
Longitude 017:
80274430 (1) · 80274529 (1) · 80372083 (1)
Owner 022:
County (1)
Built 027:
1964 (1) · 1965 (1) · 1980 (1)
Lanes 028a:
1 (1) · 2 (1)
Traffic 029:
101 (1) · 134 (1) · 2993 (1)
Traffic Year 030:
2014 (1) · 2017 (1)
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Waterway (1)
Kind 043a:
Concrete (1) · Prestressed concrete (1)
Type 043b:
Slab (1)
Length 049:
18 (1) · 23 (1) · 27 (1)
Width 052:
13 (1) · 5 (1) · 6 (1)
Deck 058:
Good (1) · Satisfactory (1)
Superstructure 059:
Good (1) · Satisfactory (1)
Substructure 060:
Fair (1) · Good (1) · Satisfactory (1)
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)
Inspect Date 090:
02-16 (1) · 10-17 (1)
Direction 102:
2 - way (1) · One lane bridge for 2 way traffic (1)
Rebuilt 106:
None (1)
Deck Type 107:
Concrete Precast Panels (1)
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)
Future 114:
200 (1) · 232 (1) · 3460 (1)
Future Year 115:
2034 (1) · 2039 (1)
Clearance 116:
None (1)

Showing below up to 3 results in range #1 to #3.

View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)


View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)

Retrieved from "https://indianriverlagoonnews.org/guide/index.php/Special:Drilldown/bridge_data"