ALASKA CONCRETE 2014 CONCRETE INTERSECTION Concrete Producers offer

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ALASKA CONCRETE 2014

ALASKA CONCRETE 2014

CONCRETE INTERSECTION Concrete Producers offer to pay difference between asphalt and concrete intersection Concrete

CONCRETE INTERSECTION Concrete Producers offer to pay difference between asphalt and concrete intersection Concrete Products Association annual winter meeting Alaska Concrete Alliance Summit Alaska Chapter of the American Concrete Institute

MINNESOTA & OLD SEWARD

MINNESOTA & OLD SEWARD

O’MALLEY & OLD SEWARD

O’MALLEY & OLD SEWARD

UAA & PROVIDENCE BUS PULL OUT

UAA & PROVIDENCE BUS PULL OUT

LOAD DISTRIBUTION

LOAD DISTRIBUTION

SEWARD HIGHWAY 5 YEAR OLD SMA & PCC Seward Highway northbound Mix 2003 SMA

SEWARD HIGHWAY 5 YEAR OLD SMA & PCC Seward Highway northbound Mix 2003 SMA 2003 PCC 2003 SMA Prior to WIM Slab After to WIM Slab Average Rut Depth (in. ) -0. 68 -0. 36 -0. 77 Seward Highway southbound Mix Average Rut Depth (in. ) 2003 SMA Prior to WIM Slab 2003 PCC WIM Slab -0. 74 -0. 30 2003 SMA After to WIM Slab -0. 91

GLENN HIGHWAY NORTHBOUND 5 YEAR OLD PCC & SMA Glenn Highway northbound Mix 2003

GLENN HIGHWAY NORTHBOUND 5 YEAR OLD PCC & SMA Glenn Highway northbound Mix 2003 SMA 2003 PCC 2003 SMA Prior to WIM Slab After to WIM Slab Average Rut Depth (in. ) -0. 29 -0. 13 -0. 47

MINNESOTA SOUTH 9 YEAR OLD SMA & PCC MINNESOTA NORTH 8 YEAR OLD SMA

MINNESOTA SOUTH 9 YEAR OLD SMA & PCC MINNESOTA NORTH 8 YEAR OLD SMA & PCC Minnesota Drive northbound Mix 2000 SMA Prior to WIM Slab 2000 PCC WIM Slab 2008 HMA* After to WIM Slab Average Rut Depth (in. ) -0. 97 -0. 71 -0. 15 Minnesota Drive southbound Mix 1999 SMA 1999 PCC 1999 SMA Prior to WIM Slab After to WIM Slab Average Rut Depth (in. ) -0. 90 -0. 35 -0. 96

TUDOR ROAD 3 YEAR TV 5 YEAR OLD PCC Tudor Road eastbound Mix 2005

TUDOR ROAD 3 YEAR TV 5 YEAR OLD PCC Tudor Road eastbound Mix 2005 Type VH* Prior to WIM Slab 2005 Type VH* After to WIM Slab 2003 PCC * Mix with imported hard aggregates Average Rut Depth (in. ) -0. 14 -0. 15 Tudor Road westbound Mix 2005 Type VH* Prior to WIM Slab 2003 PCC Average Rut Depth (in. ) -0. 23 -0. 15 2005 Type VH* After to WIM Slab -0. 30 * Mix with local aggregates

CONCRETE FOR TRANSPORTATION

CONCRETE FOR TRANSPORTATION