Wednesday, May 20, 2026

HURSHTOWN/VAN ZILE ROAD BRIDGE - GRABILL, INDIANA













Hurshtown/Van Zile Road Bridge, 3.8 miles north of Grabill, Indiana, in Allen County, Indiana. Intersected-Van Zile Road over St. Joseph River. Construction Date-1883. Structure Length-176'8", Main Span Length-175'. Structure Type: One-Span, Metal 14 Panel Pin-Connected Whipple (Double-Intersection Pratt) Through Truss, Fixed. Builder/Contractor: Massillon Bridge Company of Massillon, Ohio. Rehabilitation Date-1999. Inventory Number-2000. GPS: 41.246370,-84.972980.

History
The board of Commissioners decided in April1883 to seek bids for a bridge near Hursh's Mill on the  much-used road between Fort Wayne, Cedarville, and Urbana in Allen County. The Board named Jerome D. Gloyd as superintendent of construction. When a month later the Commissioners received proposals for the substructure and superstructure of the Hursh Bridge, they selected William Moellering to build the abutments with either Besen or Stony Point stone and the Massillon Bridge Company of Massillon, Ohio to fabricate the iron superstructure. Massillon Bridge did not make the lowest proposal. Three proposals-one probably of timber and two for a combination of timber and iron, were lower, and the Mount Vernon Bridge Company brought a bid at the same price as Massillon's at $35 per linear foot for wrought iron. In all the Massillon Bridge span was contracted to cost the county $6,195 when erected to two coats of iron-clad paint mixed with the linseed oil. Moellering received $5,339.87 for his stone work.
Description
Massillon fabricated a pinned, double-intersection Pratt (Whipple) through-truss span 24' highand subdivided into fourteen panels. The endpost and top chord members were all made from a pair of channels riveted together with a cover plate above and battens below. The lower chord consists of pairs of die-forged eyebars which are heavier toward midspan. Aside from the pair  of rods which serve as hangers for at the hip, the other verticals were fabricated from a pair of latticed channels riveted to pin plates above and below. With 7" channels, the outer intermediate channels are heaviest; the next two are 6"; and the most central five are 4". A pair of die-forged eyebars, growing smaller as midspan is approach, provide most of the diagonals. Cylindrical rod with turnbuckles serve as counters in the three panels on each side of the center. Heavy latticed portal struts braced with open-circle decoration, struts of a pair of channels and pin-plates between upper panel points, and upper lateral bracing of adjustable rods, help to stiffen the trusses against the impact of moving loads.U-bolted to the lower pins, rolled I floor-beam stringers that carry the asphalt-over-timber deck. A pair of channels line each truss as a railing. Allen County authorities made a major investment for the crossing of the St. Joseph River on an important roadway next to a much-used mill. The commissioners selected a significant local mason to build the stone structure and a prolific Ohio fabricator to design and erect the wrought iron superstructure. The Whipple, often reserved as here for long spans, is increasingly rare in the Indiana landscape. The Hursh Bridge retains its original members, including its decoratively latticed portals and bracing.

HISTORIC STEEL TRUSS BRIDGES IN THE UNITED STATES (104)

     During my traveling, photographing covered bridges, lighthouses, and historic homes, I come across these fascinating, architectural wonders. These steel truss bridges were the transitioning era from the covered bridges to the modern bridges of today. A lot of these trusses designs are similar to the wooden trusses of the covered bridges. Sadly, these bridges, just as the covered bridges, are getting more and more uncommon to see. As more efficient bridges are being made, these old steel truss bridges are being replaced. Some smaller roads and rural areas are still home to these bridges, but even these are quickly being replaced due to the practicability of the cost of restoration and the load limits. There are city, state, and federal governments that have purposely kept some of these old bridges for historical purposes. However, to fully maintain their their true historic perspective is during the rehabilitation process, the original rivets are to be replaced by the rivet process, not by the newer engineering with bolts and nuts; when possible. The vast majority of these bridges are over 100 years old, however there are a few that are 80 years old but still constructed in the historic process. I am just starting this blog on May 12, 2023, I hope you will enjoy the posts. Please note, to see all posts, at the right bottom of each page click on "older posts".

(https://historicbridges.org/index.php) - source 


                  

OLD WELLS STREET BRIDGE - FORT WAYNE, INDIANA










Old Wells Street Bridge, Wells St. Fort Wayne, in Allen County, Indiana. Intersected-Wells St. over St. Marys, River. Construction Date-1884. Structure Length-180'. Structure Type-Single Span, Metal 15 Panel Pin-Connected Whipple (Double Intersection Pratt) Through Truss, Fixed. Builder/Contractor: Wrought Iron Bridge Company of Canton, Ohio, Engineer/Design: William H. Goshorn and Alvin John Stewart. Rehabilitation Date: 1982. Inventory Number: N/A. GPS: 41.082810, -85.144080.

Statement of Significance
The Wells Street Bridge is significant as a unusual example of an historic metal bridge type, the Whipple truss. The Whipple truss was designed as as improvement over the older Pratt truss. Squire Whipple, who was internationally recognized for his bridge designs, created the Whipple truss in 1846 by merely extending diagonal web members across two panels instead of one panel. (this single variation more evenly distributed stress and greatly improved the strength of the truss, allowing iron bridges to carry heavier loads across longer spans.) From 1865 to 1885, the Whipple was the favorite of engineers for long spans.  The Pratt truss in more commonly used on Indiana's iron bridges. Over 350 Pratt truss bridges remain in Indiana, while only 30 Whipple truss spans exist  in the state. 

Architectural Description
Fabricated by the Wrought Iron Bridge Company of Canton, Ohio, this double-intersection Pratt (Whipple) through truss may have been erected under the watch of N. Goshorn, Allen County Engineer. It still stands upon its original cut stone abutments and wingwalls. The single span of 180' is carried by endposts and top chords of fabricated heavy channels and cover plate and is subdivided into fifteen panels by intermediate verticals constructed from four sizes of laced heavy channels (deceasing in size toward center span) riveted to reinforcing pin plates above and below. Double cylindrical eye-bars with turnbuckles stretch diagonally outwards from the five central pins; die-forged double rectangular eye-bars form the other diagonals. Double U-bolted to pins, girder floor beams stretch beyond the lower chord on each side to provide external sidewalks and internally support an asphalt-over-timber deck which carries a 23' roadway with 15'7' of vertical clearance.

Monday, May 18, 2026

EAST SWINNEY PARK BRIDGE - FORT WAYNE, INDIANA









East Swinney Park Bridge, intersection at Mechanic St. & Elm. St., Fort Wayne, in Allen County, Indiana. Intersected-Rivergreenway(Non-Motorized Path) Over St. Marys River.  Construction Date-1898. Structure Length-180'. Structure Type-Metal 15 Panel Pin-Connected Pratt Through Truss, Fixed, and Approach Spans: Metal Stringer (Multi-Beam), Fixed. Builder/Contractor-King Bridge Company of Cleveland, Ohio. Rehabilitation Date-N/A. Inventory Number-N/A. GPS: 41.077560, -85.159950

This is a turn-of-the-century Pin-Connected Pratt Through Truss bridge that was originally built to support pedestrian traffic only.
Architectural Description
The King Bridge Company of Cleveland secured a $2100 contract to build this major pedestrian entrance into Swinney Park in 1898. It consists of a through-truss span with five metal beam approaches to the west. The through-truss span consists of 1-foot panels. The top chord and end-panels were fabricated  from pair of channels and cover plate riveted together. For the outer pair of panels on each end of the lower chord, the members consist of a pair of channels riveted together with battens; the interior members rely on a pair of eye-bars. A pair of square rods provide the hip verticals; the interior ones were made from a pair of laced 5-inch channels. The diagonals rely on a pair rectangular eye-bars, tighter toward midspan. Five of the more central panels are countered with adjustable square rods. The portal struts are latticed; interior ones are a pair of laced angles and carry knee-braces. Rolled I floor-beams are U-bolted to the pins. They carry runs of channel stringers which support the walkway. Concrete substructure. Timber deck.

Sunday, May 17, 2026

DENNISTON BRIDGE - MEXICO, INDIANA
















 Denniston Bridge, 2.6 miles from Mexico, in Miami County, Indiana. Intersected-Miami County Rd. 440 W (approximately 500' from W. Eel River Rd. intersection) over Eel River. Construction Date-1883. Structure Length-244', Main Span-122'. Structure Type-Two Span, Metal 8 Panel Pin-Connected Pratt Through Truss, Fixed. Builder/Contractor-Massillon Bridge Company of Massillon, Ohio. Rehabilitation Date-N/A. Inventory Number - 5200050. GPS: 40.814180, -86.156852
Statement of Significance
One of the oldest Pratts extant in Indiana and the oldest example of this prolific Ohio firm, the spans retain their integrity including decorated portals and bracing.
Architectural Description
The Massillon Bridge Company of Massillon, Ohio, fabricated this two-span, pin-connected Pratt through structure of 243' upon cut stone abutments, wingwalls, and pier. Intermediate verticals of two sizes of reinforced I beams subdivide each 122' span into most of its eight panels. Eyebars provide the diagonals: pairs stretch toward center span from the top panel point to the bottom of all except the endpost panels; cylindrical eyebars with turnbuckles counter the others in the three most central panels. Special adjustable eyebars run through the intermediate verticals parallel to and about midway between the chords. U-bolted to the lower pins, heavy and rectangular girder floor-beams carry the timber deck with its 17'7" roadway and 20'5" of vertical clearance. 

Saturday, May 16, 2026

LOST BRIDGE - DENVER, INDIANA













Lost Bridge, 1.5 miles SE of Denver, in Miami County, Indiana. Intersected-CR-100 East over Eel River. Construction Date-1920. Structure Length-230', Main Span-112'. Structure Type-Two Span, Metal 7 Panel Bolt-Connected Pratt Through Truss, Fixed. Builder/Contractor-Rochester Bridge Company of Rochester, Indiana. Rehabilitation Date-N/A. Inventory Number-5200022. GPS: 40.855390, -86.055900. (Although this bridge overall has the appearance of a riveted truss bridge, the truss connections are actually bolted, making this bridge uncommon for its age.) 
Statement of Significance
Seated upon a concrete pier, abutments, and wingwalls, these two largely-bolted, Pratt through spans extend 227' in seven panels for each pair of trusses. A pair of laced heavy channels provides each intermediate vertical, and a pair of angles riveted together with battens supplies the diagonal and counter sets. Only the center panel is countered. The I floor beams are bolted to the verticals below the lower chord. The bridge carries an asphalt-over-timber deck with a 15'10" roadway and 14'6" of vertical clearance. Bolted Pratt through structures are not plentiful in Indiana, especially two-span ones. The design of these trusses is quite standard. The undecorated bridge retains its original members.