ST0301-CS050215 (3)
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Construction Phasing-
Installation of warning siganage should occur at least 1 month prior to the start of
construction
Length of construction was based on 200 ftI day concrete placement for road
250 ftI day Underground Utilities
500 ftI day placement of Lime treatment
Other construction to be done following opening of roadway lanes. This will inlcude driveways,
sidewalks, architectural, landscaping, and other miscellaneous site work.
South Cappel!
Sta. 1 +25 to Sta. 5+50 to occur concurrently with the replacement of the box culvert.
Both East and West side to be done simultaneously while box culvert is being replaced.
Construction Time (Assuming Precast Box)
Install Traffic Control 0.25
Demolition 0.5
Foundation 1
Installing Box 1
Finish Road & Railings 1
TOTAL 3.75
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South Coppell reconstruction from Sta. 5+50 to Sta. 18+50 will be divided into north bound and
South bound lanes constructed first to allow for the construction of the Storm Drain
Construction Time
WeeK
WeeK
WeeK
WeeK
1
1
0.5
1.5
TOTAL 4
Construction of the north bound lanes will cause the traffic flow to flow one way going south.
Construction Time
Place Utilities
Cut to Grade
Lime Treatment
Form and Pour Road
Install Traffic Control
Place Utilities
Cut to Grade
Lime Treatment
Form and Pour Road
0.25
1
1
0.5
1.5
4.25
TOTAL
WeeK
WeeK
WeeK
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Bethel Road -
Sta. 4+50 to Sta. 9+75. Will be divided in to east and west bound lanes.
West bound lanes reconstructed first along with SO trunk line. Traffic will be allowed to travel east
bound only.
The traffic can be rerouted south along S. Coppell Road to Bums St. or Southwestern Blvd.
Construction Time West Bound
0.25
0.5
1
0.5
1
TOTAL 3.25
East bound lanes construction to follow west bound lane completion.
Construction Time East Bound
0.5
1
0.5
1
3
Install Traffic Control
Place Utilities
Cut to Grade
Lime Treatment
Form and Pour Road
Place Utilities
Cut to Grade
Lime Treatment
Form and Pour Road
TOTAL
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Sta. 9+75 to Sta. 14+00 total area to be constructed with the construction of the box culvert.
Construction Time (Assuming Precast Box)
Install Traffic Control 0.25
Demolition 0.5
Foundation 1
Installing Box 1
Finish Road & Railings 1
TOTAL 3.75
WeeK
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Sta. 14+00 to 23+00 will have divided construction. West bound lanes reconstructed first along with
Storm Drain line in Mitchell St to be placed prior to start of phase
Construction Time West Bound
1
1
0.5
1
3.5
Place Utilities
Cut to Grade
Lime Treatment
Form and Pour Road
Install Traffic Control
Place Utilities
Cut to Grade
Lime Treatment
Form and Pour Road
TOTAL
Construction Time East Bound
0.25
0.5
1
0.5
1
TOTAL 3.25
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Sta. 23+00 to 28+00 will have divided construction. East bound lanes reconstructed first
Construction Time West Bound
0.5
1
0.5
0.5
2.5
Place Utilities
Cut to Grade
Lime Treatment
Form and Pour Road
Install Traffic Control
Place Utilities
Cut to Grade
Lime Treatment
Form and Pour Road
TOTAL
Construction Time East Bound
0.25
0.5
1
0.5
0.5
TOTAL 2.75
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Sta. 28+00 to 37+50 will have divided construction. East bound lanes reconstructed first
Construction Time West Bound
1
0.5
1
2.5
Cut to Grade
Lime Treatment
Form and Pour Road
Install Traffic Control
Cut to Grade
Lime Treatment
Form and Pour Road
TOTAL
Construction Time East Bound
0.25
1
0.5
1
TOTAL 2.75
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Sta.37+50 to 47+00 will not have divided construction. Complete Shut down of roadway.
Construction Time With Bridge and Retaining Wall
Install Traffic Control 0.25 WeeK
Demolition 1 WeeK
Foundation 2 WeeK
Forming 2 WeeK
Concrete Cure 4 WeeK
Finish Road & Railings 1 WeeK
TOTAL 10.25
8ta. 47+00 to 53+60 will have divided construction. West bound lanes reconstructed first
Construction Time West Bound
0.25
0.5
1
0.5
1
TOTAL 3.25
Install Traffic Control
Place Utilities
Cut to Grade
Lime Treatment
Form and Pour Road
Install Traffic Control
Place Utilities
Cut to Grade
Lime Treatment
Form and Pour Road
Construction Time East Bound
0.25
0.5
1
0.5
1
TOTAL 3.25
South Coppel!
8ta. 1 +25 to 8ta. 5+50 3.75 Weeks
8ta. 5+50 to 8ta. 18+50 south bound 4 Weeks
8ta. 5+50 to 8ta. 18+50 north bound 4.25 Weeks
Bethel Road -
8ta. 4+50 to 8ta. 9+75 west bound 3.25 Weeks
8ta. 4+50 to 8ta. 9+75 east bound 3 Weeks
8ta. 9+75 to 8ta. 14+00 3.75 Weeks
8ta. 14+00 to 20+00 west bound 3.75 Weeks
8ta. 14+00 to 20+00 east bound 3.5 Weeks
8ta. 20+00 to 28+00 east bound 3.25 Weeks
8ta. 20+00 to 28+00 west bound 2.5 Weeks
8ta. 28+00 to 37+50 east bound 2.5 Weeks
8ta. 28+00 to 37+50 west bound 2.75 Weeks
8ta. 37+50 to 47+00 10.25 Weeks
8ta. 47+00 to 53+60 east bound 3.25 Weeks
8ta. 47+00 to 53+60 west bound 3.25 Weeks
Total
Total
57 Weeks
399 Da s
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