cw-6-2i
cw-6-2i
cw-6-2i
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When completed<br />
the expressway will<br />
relieve the severe<br />
traffic congestion<br />
that is a regular<br />
occurrence.<br />
portion of this overall project. Archer Western is working<br />
on a $12M segment of this project on the East side of IH-<br />
35E from Loop 12 to IH-635.<br />
They are constructing the elevated managed lane direct<br />
connectors between NB IH-35E and IH-635 adjacent to<br />
the existing general-purpose lanes of IH-35E. They are also<br />
constructing ramps and frontage roads along this corridor.<br />
All of this work will serve as the entrance to the IH-635 corridor<br />
from the South.<br />
For this project, Archer Western selected EFCO to provide<br />
forming systems to construct the multi-column, hammerheads<br />
and straddle bridge caps requiring over 5,000<br />
yd³ (3800 m³) of structural concrete.<br />
EFCO supplied round column formwork for 48” (1200<br />
mm), 60” (1500 mm) and 72” (1800 mm) columns up to 48’<br />
(14.4 m) in height. EFCO PLATE GIRDER panels were also<br />
used to form 8’ x 5’ (2.4 m x 1.5 m), 9’ x 6’ (2.7 m x 1.8 m)<br />
and 12’ x 7’ (3.6 m x 2.1 m) rectangular columns also topping<br />
out at 48’ (14.4 m) height. Approximately 4,600 yd³<br />
(3,500 m³) of concrete were placed.<br />
In addition to the column formwork, Archer Western<br />
also utilized the EFCO PLATE GIRDER for all of its bridge cap<br />
formwork. The bridge caps ranged from 4’-6” x 5’-6” (1.35<br />
m x 1.65 m) multi-stem caps to 40’ (12 m) long hammerhead<br />
caps that were 7’-6” (2.25 m) wide and up to 12’ (3.6<br />
m) deep, to post tensioned straddle caps that were up to<br />
10’ (3 m) deep, 6’-6” (1.98 m) wide and form lengths up to<br />
96’ (28.8 m) long.<br />
EFCO 6’-0” (1800 mm), 9’-0” (2700 mm) and 12’-0”<br />
(3600 mm) PLATE GIRDER panels were utilized throughout<br />
the job and handled the majority of the work.<br />
With the extra heavy loading of some of the caps and<br />
the offset hammerhead caps the standard EFCO 50K and<br />
100K per leg shore tower systems were used in conjunction<br />
with 70K support brackets for the<br />
cap support.<br />
Radius back brackets and standard<br />
flat back brackets were both utilized<br />
on this project to provide support solutions<br />
that best fit the requirements of<br />
the cap.<br />
• EFCO<br />
• Archer Western<br />
• Trinity Infrastructure<br />
Page 28 Contractors World International Vol 6 No 1