Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Lanes 028a: 2 & Service Under 042b: Waterway & Direction 102: 2 way

Use the filters below to narrow your results.

ObjectID:
12228 (1) · 12238 (1) · 12252 (1)
Status:
AM (1) · MM (1)
Date:
03-03 (1) · 12-02 (1)
County 003:
Brevard (1)
Place 004:
Merritt Island (1) · Mims (1) · Viera (1)
Route 005d:
00000 (1) · 00009 (1) · 00046 (1)
Direction 005e:
None (1)
Features 006a:
'Sykes Creek ' (1) · Canal (1) · Six Mile Creek (1)
Critical 006b:
None (1)
Facility 007:
'Richland Ave ' (1) · Fiske Blvd Ramps (1) · SR-46 (1)
Number 008:
700180 (1) · 700194 (1) · 704013 (1)
Location 009:
'0.4 mile East of SR-3 ' (1) · I-95 SB Fiske Blvd Ramp (1) · SR-46 over Six Mile Cr (1)
Latitude 016:
28172130 (1) · 28220892 (1) · 28395620 (1)
Longitude 017:
80413508 (1) · 80443123 (1) · 80543618 (1)
Owner 022:
County (1) · FDOT (1)
Built 027:
1971 (1) · 1975 (1) · 1999 (1)
Lanes 028a: (Click arrow to add another value)
Traffic 029:
1227 (1) · 5900 (1) · 6900 (1)
Traffic Year 030:
2014 (1) · 2016 (1)
Service On 042a:
Highway (1) · Highway - Pedestrian (1)
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Concrete (1) · Concrete continuous (1) · Prestressed concrete (1)
Type 043b:
Culvert (1) · Slab (1)
Length 049:
10 (1) · 33 (1) · 7 (1)
Width 052:
0 (1) · 10 (1) · 14 (1)
Deck 058:
Good (1) · N/A (1)
Superstructure 059:
Good (1) · N/A (1)
Substructure 060:
Good (1) · N/A (1)
Channel 061:
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:
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:
02-16 (1) · 04-17 (1) · 10-17 (1)
Direction 102: (Click arrow to add another value)
Rebuilt 106:
None (1) · 1983 (1)
Deck Type 107:
Concrete Cast-in-Place (1) · Concrete Precast Panels (1) · N/A (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 by assessment, 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 by assessment, by calculation or by installation of properly designed countermeasures (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:
10236 (1) · 11972 (1) · 1419 (1)
Future Year 115:
2034 (1) · 2038 (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"