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National Register of Historic Places Registration Form NPS Form 10-900 OMB No. 1024-0018 United States Department of the Interior National Park Service National Register of Historic Places Registration Form This form is for use in nominating or requesting determinations for individual properties and districts. See instructions in National Register Bulletin, How to Complete the National Register of Historic Places Registration Form. If any item does not apply to the property being documented, enter "N/A" for "not applicable." For functions, architectural classification, materials, and areas of significance, enter only categories and subcategories from the instructions. 1. Name of Property Historic name: Bridge Number VT105-10_______________________ Other names/site number: _n/a____________________________________ Name of related multiple property listing: _Metal Truss, Masonry and Concrete Bridges of Vermont, 1820-1978________________ (Enter "N/A" if property is not part of a multiple property listing ____________________________________________________________________________ 2. Location Street & number: _Vermont Route 105________________________________ City or town: _Sheldon_______ State: _VT______ County: _Franklin_______ Not For Publication: n/a Vicinity: X ____________________________________________________________________________ 3. State/Federal Agency Certification As the designated authority under the National Historic Preservation Act, as amended, I hereby certify that this X nomination ___ request for determination of eligibility meets the documentation standards for registering properties in the National Register of Historic Places and meets the procedural and professional requirements set forth in 36 CFR Part 60. In my opinion, the property _X__ meets ___ does not meet the National Register Criteria. I recommend that this property be considered significant at the following level(s) of significance: ___national ___statewide _X_local Applicable National Register Criteria: _X_A ___B _X_C ___D Signature of certifying official/Title: Date ______________________________________________ State or Federal agency/bureau or Tribal Government In my opinion, the property meets does not meet the National Register criteria. Signature of commenting official: Date Title : State or Federal agency/bureau or Tribal Government Sections 1-6 page 1 United States Department of the Interior National Park Service / National Register of Historic Places Registration Form NPS Form 10-900 OMB No. 1024-0018 Bridge Number VT105-10 Franklin County, VT Name of Property County and State ______________________________________________________________________________ 4. National Park Service Certification I hereby certify that this property is: entered in the National Register determined eligible for the National Register determined not eligible for the National Register removed from the National Register other (explain:) _____________________ ______________________________________________________________________ Signature of the Keeper Date of Action ____________________________________________________________________________ 5. Classification Ownership of Property (Check as many boxes as apply.) Private: Public – Local Public – State X Public – Federal Category of Property (Check only one box.) Building(s) District Site Structure X Object Sections 1-6 page 2 United States Department of the Interior National Park Service / National Register of Historic Places Registration Form NPS Form 10-900 OMB No. 1024-0018 Bridge Number VT105-10 Franklin County, VT Name of Property County and State Number of Resources within Property (Do not include previously listed resources in the count) Contributing Noncontributing _____1________ _____________ buildings _____________ _____________ sites _____________ _____________ structures _____________ _____________ objects _____1________ ______________ Total Number of contributing resources previously listed in the National Register _________ ____________________________________________________________________________ 6. Function or Use Historic Functions (Enter categories from instructions.) TRANSPORTATION: bridge ___________________ ___________________ Current Functions (Enter categories from instructions.) TRANSPORTATION: bridge ___________________ ___________________ ______________________ Sections 1-6 page 3 United States Department of the Interior National Park Service / National Register of Historic Places Registration Form NPS Form 10-900 OMB No. 1024-0018 Bridge Number VT105-10 Franklin County, VT Name of Property County and State _______________________________________________________ 7. Description Architectural Classification (Enter categories from instructions.) _OTHER: Four-span continuous two-girder bridge__ ___________________ ___________________ ___________________ ___________________ ___________________ ___________________ Materials: (enter categories from instructions.) Principal exterior materials of the property: Abutments: CONCRETE Superstructure: METAL: Steel Narrative Description (Describe the historic and current physical appearance and condition of the property. Describe contributing and noncontributing resources if applicable. Begin with a summary paragraph that briefly describes the general characteristics of the property, such as its location, type, style, method of construction, setting, size, and significant features. Indicate whether the property has historic integrity.) ______________________________________________________________________________ Summary Paragraph The 605’ four-span, continuous deck girder Bridge No. VT105-10 carries Vermont Route 105 (VT 105) over the Missisquoi River 0.3 mile west of the intersection with VT 78. The Missisquoi River runs through a broad valley with moderately steep hills to the north and south. The banks of the river are shallow and covered with mostly deciduous trees and vegetation. VT 105 connects Sheldon Springs with Enosburg Falls and runs through a rural area that is dotted with farms and rural residences. The Town of Sheldon is located 1.5 miles south of the bridge. The former Central Vermont Railway nearly parallels the highway and now serves as the Missisquoi Valley Rail Trail.1 Constructed in 1947 and rehabilitated in 1980, the bridge has integrity of design, materials, workmanship, feeling, associated, location, and setting. 1 The pin-connected, Pratt through truss bridge that carries the trail over the Missisquoi River was constructed in 1900 by the American Bridge Company. (Bridgehunter.com, Historic and Notable Bridges of the U.S.; accessed online July 2018 at https://bridgehunter.com/vt/franklin/cvr-sheldon-junction/). Section 7 page 4 United States Department of the Interior National Park Service / National Register of Historic Places Registration Form NPS Form 10-900 OMB No. 1024-0018 Bridge Number VT105-10 Franklin County, VT Name of Property County and State _____________________________________________________________________________ Narrative Description Bridge No. VT105-10 is 605’ long with a 31’ out-to-out deck that carries a roadway 28.9’ wide over the Missisquoi River. The four-span superstructure has two center spans that are each 175’ long and two approach spans that are 125’ long. The substructure consists of three reinforced concrete piers, numbered 1 through 3. The two girders consist of seven carbon steel web plates that are 1/2” thick. The approach spans consist of web plates (G1 and G6) that are two different sizes: 86’-½” long by 47’-10-3/8” tall, and 88’-1/4” long by 52’-7/8” tall. Web plates G3 and G5 are located in the center spans and measure 100’-¼” long by 37’-1-1/8” tall and 107’-15/16” long and 53’-5/8” tall, respectively. Web plates G2 and G7, which both measure 126’-1/2” long by 26’-1/8” tall, form the haunched sections of the girder at Piers 1 and 3. Web plate G4 forms the haunched section of the girder at Pier 2 and measures 116’-1/2” long by 26’-5-7/8” tall. The parabolic haunch begins 24’ from each pier. The girders are not curved at the abutments. Stiffeners are placed at each web panel junction. Two intermediate stiffeners are also riveted to both sides of each panel. Stringers are attached at the top and bottom flanges with riveted plates; stiffeners are also riveted at the stringer connections. Intermediate floorbeams, which are supported by knee braces, are spaced every 12’ along the girders and at the abutments. Diagonal “K” bracing connects the center of each floorbeam with the girders. Cross bracing is found in each end panel. Three 12” stringers rest on the floorbeams supporting the 8” cantilevered concrete deck. Knee braces, termed as sidewalk brackets on the as-built drawings, have a cyma reversa curve and connect the deck to the exterior of the girders. The 9/16” web plate is curved and riveted to the girder at each panel junction. Originally a steel pipe railing was attached to the concrete curb. The railing is currently steel that is connected to the outside of the curb. All three piers of the bridge are solid, battered concrete structures with rounded ends and center recessed panels. Piers 1 and 3 are 38’ long at the base and 29’-6” long at the cap. These same piers are 3’ wide at the cap, 5’-1” wide at the base, and 15’-6” wide at the footing. Pier 2, the 24’-8-¾” high center pier, is 39’ long and 32” wide at the cap, 5’-3/4” wide at the base, and 16’ wide at the footing. Piers 1 and 3 have shafts that are 25’-3/8” and 24’-7-3/8”, high, respectively. Piers are anchored with untreated wood piles. The concrete sill abutments are supported
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