bridge was, by his own admission, experimental. He had constructed only one all-iron Howe truss bridge before, a high, long railroad bridge over the Ohio and Erie Canal in Cleveland. Joseph Tomlinson, a well-known bridge builder and designer, was hired to flesh out Stone's design and create the fabrication drawings for all the bridge components. Tomlinson designed the bridge's lower chord to have a camber of . When the falsework supporting the bridge was removed and the dead load of the bridge came into play, the camber would drop to between . Tomlinson was alarmed when Stone demanded that the bridge be constructed completely of iron, rather than a combination of wood and iron. An all-iron bridge would have a much greater dead load, reducing the bridge's live load (its ability to carry trains). He also concluded that the beams and posts Stone intended to use were undersized. Tomlinson proposed riveting plates to the I-beams to strengthen them, but Stone angrily refused. Stone demanded that Tomlinson make the changes he required. Tomlinson refused, and was fired from the design effort. Stone then ordered the CP&A's chief engineer, Charles Collins, to make the desired changes to the bridge design. Collins refused, and was fired from the design effort. Stone then made the changes to the design. Stone made additional changes to the design. In a Howe truss bridge, the vertical posts connect the upper and lower chords (main parallels) in the truss. The deck on which the train travels usually hangs from these posts; the greater the live load, the greater the tension on the posts. The bracing reacts in compression, counteracting the tension. Amasa Stone inverted this design so that only the upper chord (now at the bottom of the bridge) provided tension. Where diagonal braces did not receive the extra compression from a live load, inverted Howe truss bridges had a tendency to buckle where the vertical posts were attached to the deck with cast iron angle blocks. Stone's other major change involved the end panels. In the traditional Howe truss bridge, the end panel on each side of each end of the bridge has three vertical posts and three diagonal braces. Only five Howe truss bridges ever built by 1863 had just one vertical post and two diagonal braces in the end panels. These were known as "Single Howe" bridges. Amasa Stone used the "Single Howe" design for