09/20/13  -  Structural Team attained ASSHTO 

09/21/13  -  Geotechnical Team attained boring logs and site plans from Industry advisor.

10/03/13  -  Structural Team began calculations for an estimation of number of girders.

10/04/13  -  Geotechnical Team created soil profile and began calculation of soil properties.

10/06/13  -  Structural Team determined that 6 girders would be the optimal quantity of girders.

10/15/13  -  Structural Team began an intial design for the cross-section properties of the I-beam girder.

10/20/13  -  Sturctural Team began calculations for all active loads.

10/28/13  -  Geotechnical Team calculated soil properties.

10/30/13  -  Preliminary Design Presentaion.

11/10/13  -  Structural Team determined the loads, according to AASHTO specifications

11/26/13  -  Rough Draft of Technical Paper

11/26/13  -  Geotechnical Team determined the axial capacity

11/26/13  -  Geotechnical Team determined the driveability of piles.

02/02/14  -  Structural Team designed I-beam for Flexure

03/13/14  -  Structural Team checked the I-beam for Shear.

03/15/14  -  Geotechnical Team driveability analysis was completed.

04/07/14  -  Structural Team designed the bearing plates.

04/16/14  -  Structural Team final I-beam section was developed

04/17/14  -  Structural Team determined the spacing of stiffeners.

04/23/14  -  Rough Draft of Technical Paper was submitted.

04/30/14  -  Final Presentation