Dynamic Properties of Stay Cables on The Penobscot Narrows Bridge

ACKNOWLEDGEMENTS

The authors would like to thank MaineDOT for providing access to the bridge construction site and support in performing this work. We would also like to thank the bridge designers, Figg Engineering Group, for providing information regarding the bridge design and cable details. Additionally, we would like to express our gratitude to the construction team, Cianbro and Reed & Reed, for their vital assistance and logistical support during testing and accommodation of our activities during bridge construction. Finally, we would like to acknowledge the creators of Generic Mapping Tools for developing the software used to generate the map of the bridge site and the contributors of OpenStreetMap for providing their road data.