


| ABOVE: Prototype bridge in Colorado from B. Lund |
| RIGHT: Click on the thumbnail to the right for a clearance drawing taken from my working CAD drawing. I have drawn the NMRA clearance templates per their standards for each scale. The On30 is the same for On3. The On3 Wide uses the side clearances for O Standard Gauge. The rail-to-upper-brace model height matches the prototype, which is plenty of room for the tallest narrow gauge stack. It is a bit shy of the 5 1/2" O Standard height, but should allow enough room for lighter steam locomotives and anything 40' with a roofwalk (no hicubes or multilevels). S gauge fans should note the bridge would not be unreasonable for a layout in that scale! |
| RIGHT: Here is a little of the inside story. This is the mold for a floor crossbeam. The aluminum frame fixes the rubber in place with minimized dimensional variation. The pins align the mold surface. The master is shown built-up on a styrene plate. This technique was developed in-house. It has allowed me to build-up a stable master with all the thin sections and small details I wanted. Because this part is identical on both sides, I was able to flip over the master to mold both sides. Other masters have different sides but are precision aligned so the casting is correct. At the bottom is a casting with the resin entry "sprue" cut off. That was all the prep needed- no flash to clean due to the accurate, stable mold design. I use the latest in commercial industrial resins for maximum strength. The parts are post-cured to bring them to maximum performance. |
| copyright 2005-2008 JOHN PALECKI STRUCTURES |

| Casting is a slow process involving much model work to make the masters, mold them in RTV and then to hand cast every model piece. The results are worth it, and gives the modeler a special and unique product - from one railroad bridge fan to another. |

| ABOVE: Prototype bridge end view in Colorado from Nathan Holmes www.drgw.net |
| For photos of D&RGW bridges, try: www.drgw.net http://davesriogrande.home. att.net/index.htm www.drgw.org/features/ocpe rry/index.htm |

| LEFT: This is the complete 30" long floor assembly. There are 9 floor cross beams. In the inset photo you can see the floor construction. The outer two stringers are cut styrene I-beams. The center stringers are continuous .125" x .375" semi-hardened steel strips. They are capped with styrene to model an I-beam shape. The steel stringers add tremendous strength and rigidity to the bridge. |
| ABOVE: Here is a close up of an intermediated floor section. I have included all the connection details of this typical pin-connected bridge. You can see that the plates, angles and rivets are all at different levels. This gives the model an extremely realistic look. They are as close to prototype thickness as possible. Also, the parts come in one piece; all you need to do is fit the stringers into their sockets on the floor beams and apply ACC. The parts are strong but still flexible with none of the brittleness sometimes associated with older castings. |
| LEFT: Here is a detail photo of the shoe casting and end floor beam. This part is rarely correctly modeled but is very important - all the thrust of the bridge is translated to the ground via the four shoes. For this O-scale model I added heavy inner plates for the pin to rest on. This will be one reason why the model will look good and function like a real bridge. |


| LEFT: This is a laser cut sheet of eyebars. Each truss gets one sheet. The material is scale thickness, and are dimensional accurate for easy alignment and good pin fit. |

| KIT INFO AND PROGRESS PHOTOS See the newest developments here as I master and mold the parts for this great bridge. |

| RIGHT: I recently added stained basswood ties and code 70 rail to my first bridge floor. I will include drawings of the tie layout in the instructions. My On30 locos look great crossing the bridge deck spanning a great plywood chasm on my layout. |

| LEFT: This is a complete assembly of the first laced beam I have cast. The beam is made of two side castings, four lacing sections and eight plates. The plates drop into place on alignment tabs in the correct position and holding the sides in alignment. The lacing tacks down on the beam flange rivet spots. It goes together quickly and easily. The remaining beams will be built similarly. |

| RIGHT: Here is a drawing of how the bridge fits. It is 30 5/8" total length. Plan to leave a gap between the bridge and the abutment. The height from abutment top to bridge stringer top (where the ties sit) is 1". Build your abutment with adjustments for bridge tie thickness, track tie thickness and roadbed thickness. |