General Highway & Transportation Map [Boone County] 1967

Shows the roads and buildings of Boone County, Iowahttps://scholarworks.uni.edu/rodmaps/1051/thumbnail.jp

Service Bulletin.

Suspended publication.Mode of access: Internet

Annual report.

First annual report of the Iowa State Highway Commission. Covering the periods April 9, 1913, to December 1, 1913, and December 1, 1913, to December 1, 1914. Made under the law of April 9, 1913, which provided for a State Highway Commission.Mode of access: Internet

Official map primary road system 1932 side 2

https://scholarworks.uni.edu/rodmaps/1739/thumbnail.jp

Official highway map of Iowa 1957 side 2

https://scholarworks.uni.edu/rodmaps/1729/thumbnail.jp

Official highway map of Iowa 1971 side 1

https://scholarworks.uni.edu/rodmaps/1732/thumbnail.jp

Methods to Increase Durability of Reactive (\u201cD\u201d Cracking) Coarse Aggregate in Portland Cement Concrete

The coarse aggregates used for Portland Cement concrete in southwest Iowa have exhibited a poor serviceability. This early failure is attributed to a characteristic commonly referred as "D" cracking. "D" line cracking is a discolored area of concrete caused by many fine, parallel hairline cracks. "D" line cracking is primarily caused by the movement of water in and through coarse aggregate with a unique pore structure. The presence of the water in the aggregates at the time of freezing causes the "D" cracking to occur and early failure. By making the pore structure less permeable to moisture, it is thought the durability factor of the concrete should increase. By drying the aggregate before mixing and then mixing with the cement, the particles of cement should enter the outer pore structure, and upon hydration make the pore structure less permeable to moisture. The purpose of this project is to determine a feasible way of coating coarse aggregate prior to and during the mixing operation in order to increase the durability of the freeze and thaw beams