Pier, foundation construction, concrete construction: Workers guide precast concrete retaining wall panel into position just inside the flanges of the H-section structural steel soldier beam as crane lowers it following hand signals of the superintendent in foreground. The panel will rest on the square shim packs on top of the pier caps of the deep drilled reinforced concrete piers. Soil will then be backfilled and compacted against the far side of the panel(s), and the panels will be supported by the outside flange of the soldier beams against the horizontal outward force of the compacted soil. In the background are the temporary casings used to support the sides of the drilled pier holes until concrete was placed in the holes. Huron Parkway, Ann Arbor, Michigan 2005.
Pier, foundation construction, concrete construction: Shim packs positioned on top of pier caps to support each end of precast concrete retaining wall panels at proper elevation and alignment. A precast panel rests on a shim pack on the left, and a shim pack is ready to support a precast panel on the right. A shim is a thin piece of material to adjust position of a structural element. Shim packs are stacks of metal or plastic or plastic coated metal shims, and the number and thickness of shims is selected to adjust for the actual distance between top of pier cap and specified erected elevation of the precast panel. Pier caps are intentionally a little less than specified erected elevation of precast panels to allow for precise adjustment of panel elevation with shims. Shim packs are placed just inside the outer flange of soldier beams, because the precast panels will be just inside the outer flange, which will provide support against the outward horizontal pressure of soil backfilled behind the retaining wall panels. Huron Parkway, Ann Arbor, Michigan 2005.
Retaining wall construction: Contractor superintendent holds rod at top of placed precast concrete panel and City surveyor/inspector checks elevation. Allowable tolerance = 1/8 inch. Two workers install blocking at mid-left of photo, to position panel against front flange of soldier beam H-section. The angle of the clips attached to the panel shows the crane is no longer supporting the panel. Instead, the bottom of the panel rests on steel shim packs, which can be adjusted in thickness to meet elevation requirements. Black polyethylene silt/mud fence/barrier at right protects land surface to its right from water borne construction silt/mud. Huron Parkway South of Huron River, Ann Arbor, MI, 2005.
Retaining wall construction: Crew forces wood blocking between the back side of precast concrete panel and back flange of structural steel H-section soldier beam to position panel for grouting and soil backfill. One worker uses leverage of 2x4 lumber to push panel toward outside flange while fellow worker hammers wood block to hold it there. Precast concrete panel will support soil backfilled behind it, soldier beam will support the concrete panel against horizontal soil forces against it, and the soldier beam is supported by the concrete and soil pier in which it is embedded. Huron Parkway South of Huron River, Ann Arbor, MI, 2005.
Retaining wall construction: Grove RT700B wheel mounted, hydraulic, telescoping 85 ft/33 m boom, 40 ton crane lowers precast concrete panel into position between the flanges of structural steel H section soldier beam.   Superintendent, in green jacket, gives hand signals to crane operator. Huron Parkway South of Huron River, Ann Arbor, MI, 2005.
Retaining wall construction: Grove RT700B wheel mounted, hydraulic, telescoping 85 ft/33 m boom, 40 ton crane lowers precast concrete panel into position between the flanges of structural steel H section soldier beam.   Superintendent, in green jacket, gives hand signals to crane operator. Huron Parkway South of Huron River, Ann Arbor, MI, 2005.
Retaining wall construction: Crew inserts precast concrete panel against inside of flange of structural steel H section soldier beam. Precast concrete panel will support soil backfilled behind it, soldier beam will support the concrete panel against horizontal soil forces against it, and the soldier beam is supported by the concrete and soil pier in which it is embedded. Huron Parkway South of Huron River, Ann Arbor, MI, 2005.
Building construction, construction crane. Installation of facade/ curtain wall/ cladding. Grove wheel-based rough-terrain hydraulic telescoping boom crane lifts welded metal fixed glass frame for exterior cladding, as shown for glass cladding already placed. Crane has turned from its pick from storage at the left, ~100 degree. Three workers wait just past lifted frame, behind perimeter cables, to receive the frame and store it temporarily beside previously lifted frames to the right.  To right is Link-Belt wheel-based rough-terrain hydraulic telescoping boom crane. Biomedical Science Research Building, University of Michigan, Ann Arbor, 2004.
Concrete and structural steel construction: Three cranes and a personnel lift operating in same area. On right, Grove mobile telescoping hydraulic crane lowers concrete bucket to place concrete. On left, another Grove mobile telescoping hydraulic crane is not currently operating, so it supports concrete masonry unit deadweight. In left center of photo, corrugated galvanized steel decking is being raised by unseen tower crane to be erected on steel frame to left. In center, Genie personnel lift supports an ironworker. Cardiovascular Center, University of Michigan Hospital, Ann Arbor, 2004.
Pier, foundation construction, concrete construction: Workers guide precast concrete retaining wall panel into position just inside the flanges of the H-section structural steel soldier beam as crane lowers it following hand signals of the superintendent in foreground. The panel will rest on the square shim packs on top of the pier caps of the deep drilled reinforced concrete piers. Soil will then be backfilled and compacted against the far side of the panel(s), and the panels will be supported by the outside flange of the soldier beams against the horizontal outward force of the compacted soil. In the background are the temporary casings used to support the sides of the drilled pier holes until concrete was placed in the holes. Huron Parkway, Ann Arbor, Michigan 2005.
Pier, foundation construction, concrete construction: Workers guide precast concrete retaining wall panel into position just inside the flanges of the H-section structural steel soldier beam as crane lowers it following hand signals of the superintendent in foreground. The panel will rest on the square shim packs on top of the pier caps of the deep drilled reinforced concrete piers. Soil will then be backfilled and compacted against the far side of the panel(s), and the panels will be supported by the outside flange of the soldier beams against the horizontal outward force of the compacted soil. In the background are the temporary casings used to support the sides of the drilled pier holes until concrete was placed in the holes. Huron Parkway, Ann Arbor, Michigan 2005.
Pier, foundation construction, concrete construction: Workers guide precast concrete retaining wall panel into position just inside the flanges of the H-section structural steel soldier beam as crane lowers it following hand signals of the superintendent in foreground. The panel will rest on the square shim packs on top of the pier caps of the deep drilled reinforced concrete piers. Soil will then be backfilled and compacted against the far side of the panel(s), and the panels will be supported by the outside flange of the soldier beams against the horizontal outward force of the compacted soil. In the background are the temporary casings used to support the sides of the drilled pier holes until concrete was placed in the holes. Huron Parkway, Ann Arbor, Michigan 2005.
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