|
|
| (One intermediate revision by the same user not shown) |
| Line 16: |
Line 16: |
| }} | | }} |
| <noinclude> | | <noinclude> |
| 702' West Relief Bridge #700183
| | [[File:Eau Gallie Causeway 1.jpg|640px|thumb|right|Eau Gallie Causeway 2008]] |
| | Eau Gallie Causeway (SR518) contains two bridges; a 2,901ft main span and a 702ft relief bridge: |
| | |
| | {| class="wikitable" |
| | ! style="text-align:left;"|Number |
| | ! Water |
| | ! Structure |
| | ! Road |
| | |- colspan=4 |
| | |700184 |
| | |Indian River |
| | |Main Span |
| | |SR518 |
| | |- |
| | |colspan=4|{{Bridge_Data_Query|where=Number_008|like=700184}} |
| | |} |
| | |
| | {| class="wikitable" |
| | ! style="text-align:left;"|Number |
| | ! Water |
| | ! Location |
| | ! Road |
| | |- colspan=4 |
| | |700183 |
| | |Indian River |
| | |East Relief |
| | |SR518 |
| | |- |
| | |colspan=4|{{Bridge_Data_Query|where=Number_008|like=700183}} |
| | |} |
| </noinclude> | | </noinclude> |
Latest revision as of 09:18, July 9, 2021
Eau Gallie Causeway
|
|
|
| The Eau Gallie causeway carries Eau Gallie Blvd. (Sr518) across the North Indian River lagoon in Melbourne, Florida.
|
| Waterway: North Indian River
|
Road: SR518
|
| City: Melbourne
|
County: Brevard
|
| Type: High Span
|
|
| DOT: 700184
|
L: 2901'
|
|
Built: 1988
|
Location: 28.13259, -80.61798
|
Eau Gallie Causeway (SR518) contains two bridges; a 2,901ft main span and a 702ft relief bridge:
| Number
|
Water
|
Structure
|
Road
|
| 700184
|
Indian River
|
Main Span
|
SR518
|
National Bridge Data
| Number
|
700184
|
| Route
|
00518
|
| Place
|
Melbourne
|
| County
|
Brevard
|
| Features
|
Indian River ICW
|
| Facility
|
SR-518
|
| Location
|
SR-518 over Indian River
|
| Latitude
|
28075792
|
| Longitude
|
80370269
|
| Service On Roadway
|
Highway - Pedestrian
|
| Service Under Roadway
|
Waterway
|
| Owner
|
FDOT
|
| Built
|
1988
|
| Rebuilt
|
|
| Lanes
|
4
|
| Lane Direction
|
2 way
|
| Direction
|
|
| Traffic
|
35500
|
| Traffic Year
|
2016
|
| Future Traffic
|
61592
|
| Future Traffic Year
|
2038
|
| Length
|
884m
|
| Width
|
28m
|
| Clearance
|
|
| Kind
|
Prestressed concrete continuous
|
| Type
|
Stringer/Multi-beam/Girder
|
| Deck Type
|
Concrete Cast-in-Place
|
| Critical
|
|
| Inspection Date (mm-yy)
|
06-16
|
| Deck
|
Satisfactory
|
| Superstructure
|
Good
|
| Substructure
|
Satisfactory
|
| Channel
|
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.
|
| Culvert
|
N/A
|
| Scour
|
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
|
|
| Number
|
Water
|
Location
|
Road
|
| 700183
|
Indian River
|
East Relief
|
SR518
|
National Bridge Data
| Number
|
700183
|
| Route
|
00518
|
| Place
|
Indian Harbour Beach
|
| County
|
Brevard
|
| Features
|
Indian River Relief
|
| Facility
|
SR-518
|
| Location
|
SR-518 - Indian River Rel
|
| Latitude
|
28081497
|
| Longitude
|
80360766
|
| Service On Roadway
|
Highway - Pedestrian
|
| Service Under Roadway
|
Waterway
|
| Owner
|
FDOT
|
| Built
|
1988
|
| Rebuilt
|
|
| Lanes
|
4
|
| Lane Direction
|
2 way
|
| Direction
|
|
| Traffic
|
35500
|
| Traffic Year
|
2016
|
| Future Traffic
|
61592
|
| Future Traffic Year
|
2038
|
| Length
|
214m
|
| Width
|
30m
|
| Clearance
|
|
| Kind
|
Concrete continuous
|
| Type
|
Slab
|
| Deck Type
|
Concrete Cast-in-Place
|
| Critical
|
|
| Inspection Date (mm-yy)
|
04-16
|
| Deck
|
Satisfactory
|
| Superstructure
|
Satisfactory
|
| Substructure
|
Good
|
| Channel
|
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.
|
| Culvert
|
N/A
|
| Scour
|
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
|
|
