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 340 
 
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REINFORCED 
 CONCRETE BRIDGES 
 
 
 
 DANIEL B. LUTEN 
 
 Designing and Consulting Engineer 
 
 INDIANAPOLIS, INDIANA 
 NINETEEN HUNDRED SEVENTEEN 
 
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MAUMEE RIVER BRIDGE, WATERVILLE, OHIO 
 Twelve spans of 75 to 90 feet. Roadway 16 feet 
 
 See page 28, lower view 
 For the Ohio Electric Railway Company, Cincinnati, Ohio, 1907 
 
AMERICAN RIVER BRIDGE, SACRAMENTO, CALIFORNIA 
 
 Five spans of 112 to 125 feet. Roadway 21 feet 
 For the Board of Supervisors of Sacramento County. Sacramento, California, 1915 
 
 BELLEVIEW BRIDGE, BELLEAIR, FLORIDA 
 
 Three spans of 30 to 60 feet. Roadway 18 feet 
 
 The end spans are half-arches, not cantilevers, and have expansion joints 
 
 in the spandrels above each pier 
 For M. F. Plant. New London, Connecticut 1915 
 
WEST WASHINGTON STREET BRIDGE, OVER WHITE RIVER, INDIANAPOLIS, INDIANA 
 
 Seven spans of 106 to 120 feet. Roadway 77 feet 
 
 See opposite page, upper view 
 For the Board of Commissioners of Marion County, Indianapolis, Indiana, 1916 
 
 SOUTH THIRD STREET BRIDGE, OVER LEHIGH RIVER, EASTON, PENNSYLVANIA 
 
 Three spans of 92 to 105 feet. Roadway 62 feet 
 
 See opposite page, upper view 
 For the Board of Commissioners of Northampton County, Easton, Pennsylvania, 1912 
 
WEST WASHINGTON STREET BRIDGE, OVER WHITE RIVER, INDIANAPOLIS INDIANA 
 
 Roadway 77 feet 
 
 See opposite page, upper view 
 
 On the Old National Road, Washington to St. Louis 
 
 SOUTH THIRD STREET BRIDGE. OVER LEHIGH RIVER, EASTON, PENNSYLVANIA 
 
 Roadway 62 feet 
 
 See opposite page, lower view 
 
 Under Central Railroad of New Jersey and Lehigh Valley Railroad 
 
LEWISBURG BRIDGE, OVER WABASH RIVER, LEWISBURG, INDIANA 
 
 Five spans of 83 to 90 feet. Roadway 18 feet 
 
 See opposite page, upper view 
 For the Board of Commissioners of Cass County, Logansport, Indiana, 1913 
 
 SHAWNEE BRIDGE ON UNION STREET, OVER GREAT MIAMI RIVER, PIQUA, OHIO 
 Five spans of 94 to 110 feet. Roadway 50 feet 
 
 See opposite page, upper view 
 For the Board of Commissioners of Miami County, Troy, Ohio, 1914 
 
 10 
 
LEWISBURG BRIDGE, OVER WABASH RIVER, LEWISBURG, INDIANA 
 
 Roadway 18 feet 
 
 See opposite page, upper view 
 
 Showing recently completed gravel road extended across the bridge 
 
 SHAWNEE BRIDGE ON UNION STREET. OVER GREAT MIAMI RIVER, PIQUA. OHIO 
 
 Roadway 50 feet 
 
 See opposite page, lower view 
 
 Showing macadam pavement and cement walks on the bridge 
 
 11 
 
BIG SNAKE CREEK BRIDGE, BADE COUNTY, FLORIDA 
 
 Five spans of 26 feet each. Roadway 16 feet 
 For the Board of Commissioners of Dade County, Miami, Florida, 1917 
 
 ORLAND BRIDGE, OVER STONY CREEK, ORLAND, CALIFORNIA 
 
 Thirteen spans of 70 to 100 feet. Roadway 24 feet 
 For the Board of Supervisors of Glenn County, Willow, California, 1914 
 
 12 
 
LA JUNTA BRIDGE, OVER ARKANSAS RIVER, LA JUNTA, COLORADO 
 
 Seven spans of 60 to 90 feet. Roadway 24 feet 
 
 For the Board of Commissioners of Otero County, La Junta, Colorado, 1914 
 
 On the Santa Fe Trail 
 
 LEONARD STREET BRIDGE, OVER GRAND RIVER, GRAND RAPIDS, MICHIGAN 
 
 Seven spans of 73 to 90 feet. Roadway 63 feet 
 For the Board of Public Works, City of Grand Rapids, Michigan, 1912 
 
 13 
 
 
LAFAYETTE STREET BRIDGE, OVER HILLSBORO RIVER, TAMPA, FLORIDA 
 Twin spans of 93 feet 4 inches each and steel lift of 84 feet 
 
 Roadway 77 feet 8 inches 
 For the Board of Public Works, City of Tampa, Florida, 1913 
 
 iliwrannn 
 
 FOURTH STREET BRIDGE, CLARKSBURG, WEST VIRGINIA 
 
 Five spans of 64 to 120 feet. Roadway 42 feet 
 For the Board of Public Works, City of Clarksburg, West Virginia, 1915 
 
 14 
 
BLAIR BRIDGE, OVER POTOMAC RIVER, MONTGOMERY COUNTY, MARYLAND 
 
 Span of waterway 55 feet. Roadway 22 feet 
 For the Maryland State Road Commission, Baltimore, Maryland, 1910 
 
 PLAINFIELD BRIDGE, OVER WHITE LICK CREEK, PLAINFIELD, INDIANA 
 
 Three spans of 47y 2 to 55 feet. Roadway 24 feet 
 
 For the Board of Commissioners of Hendricks County, Danville, Indiana. 1910 
 On the Old National Road. Washington to St. Louis 
 
 15 
 
TUMWATER BRIDGE, OVER DESCHUTES RIVER, TUMWATER, WASHINGTON 
 
 Four spans of 26 to 60 feet. Roadway 32 feet 
 For the Board of Commissioners of Thurston County, Olympia, Washington, 1915 
 
 CENTER CREEK BRIDGE, SOUTHWEST MISSOURI RAILROAD, JOPLIN, MISSOURI 
 
 Eight spans of 55 to 75 feet. Roadway 22 feet 
 For the Southwest Missouri Railroad, Joplin, Missouri, 1912 
 
 16 
 
SOMERSET BRIDGE, OVER LEOX RIVER, BEXAR COUNTY, TEXAS 
 
 Four spans of 50 to 55 feet. Roadway 18 feet 
 For the County Court of Bexar County. San Antonio, Texas, 1915 
 
 THIRD STREET BRIDGE, OVER WABASH RIVER, LOGAXSPORT, IXDIAXA 
 
 Three spans of 96 to 101 feet. Roadway 49J4 feet 
 For the Board of Commissioners of Cass County, Logansport, Indiana, 1913 
 
 
 
 17 
 
FIFTEENTH STREET BRIDGE, OVER SHUNGANUNGA CREEK, TOPEKA, KANSAS 
 
 Twin spans of 60 feet each. Roadway 30 feet 
 
 For the City of Topeka, Kansas, 1916 
 
 BLUE RIVER BRIDGE, FREDERICKSBURG, INDIANA 
 
 Twin spans of 80 feet each. Roadway 24 feet 
 For the Board of Commissioners of Washington County, Salem, Indiana, 1914 
 
 18 
 
JACKSON'S MILL BRIDGE, NEAR WESTON, WEST VIRGINIA 
 
 Twin spans of 70 feet each. Roadway 16 feet 
 For the County Court of Lewis County, Weston, West Virginia, 1913 
 
 FLORENCE BRIDGE, OVER ARKANSAS RIVER. FLORENCE, COLORADO 
 
 Twin spans of 65 feet each. Roadway 16 feet 
 For the Board of Commissioners of Fremont Count}-, Canon City, Colorado. 1913 
 
 19 
 
ANGELL BRIDGE, OVER CANON PADRE, BETWEEN FLAGSTAFF AND WINSLOW, ARIZONA 
 
 Span of waterway 136 feet. Roadway 16 feet 
 
 For the Arizona State Highway Department, Phoenix, Arizona, 1915 
 On the Santa Fe Trail 
 
 LITTLE COLORADO RIVER BRIDGE, HOLBROOK, ARIZONA 
 
 Span of waterway 174 feet. Roadway 16 feet 
 For the Arizona State Highway Department, Phoenix, Arizona, 1915 
 
 The centering was washed from under this extremely long span two weeks after concreting 
 with no damage to the structure. See Engineering News, Oct. 26, 1916 
 
 20 
 
VONORE BRIDGE, OVER TELLICOE RIVER, VONORE, TENNESSEE 
 
 Twin spans of 65 feet each. Roadway 16 feet 
 For the Monroe County Road Commission, Madisonville, Tennessee, 1913 
 
 SHERWOOD BRIDGE, OVER EAGLE RIVER, SHERWOOD, COLORADO 
 
 Twin spans of 55 feet each. Roadway 16 feet 
 For the Board of Commissioners of Eagle County. Red Cliff. Colorado, 1913 
 
 21 
 
MILL CREEK BRIDGE, RANDOLPH COUNTY, WEST VIRGINIA 
 
 Span of waterway 70 feet. Roadway 14 feet 
 For the County Court of Randolph County, Elkins, West Virginia, 1915 
 
 ROCK CREEK BRIDGE, ADAMS COUNTY, WASHINGTON 
 
 Span of waterway 65 feet. Roadway 20 feet 
 For the Board of Commissioners of Adams County, Ritzville, Washington, 1915 
 
 22 
 
YORKTOWN BRIDGE, OVER BUCK CREEK, YORKTOWN, INDIANA 
 
 Span of waterway 95 feet. Roadway 16 feet 
 For the Board of Commissioners of Delaware County. Muncie. Indiana. 1904 
 
 CEMETERY BRIDGE, BENTON HARBOR. MICHIGAN 
 
 Span of waterway 86 feet. Roadway 12 feet 
 For the City of Benton Harbor. Michigan. 1915 
 
 23 
 
HIGH-LEVEL BRIDGE, OVER SASKATC 
 
 Ten spans of 25 t 
 See fro 
 
 This type of bridge is suited to structures of great height, permitting long span arches with skeleton supei 
 
 ever rise above the ends of the supporting arches the small spa 
 
 LOW-LEVEL BRIDGE, OVER GRE 
 
 Eighteen spans of 70 
 For the Board of Commissioner 
 
 This type of bridge is suited to any location where spans of moderate length, say not to exceed 125 or 150 
 
 floods. For behavior of such structures in floods see " 
 
 24 
 
^'ER. SASKATOON. SASKATCHEWAN 
 aadway 63 feet 
 ige 4 
 
 1 should be used only for locations where the arches are never submerged; for if flood waters should 
 ivoiild clog with debris, requiring removal after each flood 
 
 RIVER, MIDDLETOYVX. OHIO 
 
 Roadway 30 feet 
 
 ounty, Hamilton, Ohio. 1915 
 
 nomical and where complete submergence of the arches or even of the entire structure may occur in 
 oncrete Bridges in the Easter Flood of March. 1913" 
 
 25 
 
ISLAND PARK BRIDGE, WINFIELD, KANSAS 
 
 Three spans of 35 to 45 feet. Roadway 24 feet 
 
 For the Board of Commissioners of Cowley County, Winfield, Kansas, 1912 
 
 CICOTT STREET BRIDGE, OVER WABASH RIVER, LOGANSPORT, INDIANA 
 
 Six spans of 96 to 108 feet. Roadway 35 feet 
 For the Board of Commissioners of Cass County. Logansport. Indiana, 1913 
 
 26 
 
TYGART'S VALLEY RIVER BRIDGE, GRAFTOX, WEST VIRGINIA 
 
 Six spans of (& l /i to 90 feet. Roadway 25 feet 
 For the County Court of Taylor Count}-, Grafton, West Virginia, 1915 
 
 MICHIGAN RAILWAY BRIDGE, OVER GRAND RIVER, GRAND RAPIDS, MICHIGAN 
 
 Five spans of 85 to 95 feet. Roadway 25 feet 
 For the Michigan Railway Company, Grand Rapids. Michigan. 1915 
 
 27 
 
BUCKINGHAM BRIDGE, LAKE FOREST, ILLINOIS 
 
 Three spans of 45 feet each. Roadway 36 feet 
 For the Town of Lake Forest, Illinois, 1912 
 
 OHIO ELECTRIC RAILWAY BRIDGE, OVER MAUMEE RIVER, WATERVILLE, OHIO 
 Twelve spans of 75 to 90 feet. Roadway 16 feet 
 
 See page 6 
 For the Ohio Electric Railway Company, Cincinnati, Ohio, 1907 
 
 28 
 
LITTLE RIVER BRIDGE. DADE COUNTY. FLORIDA 
 
 Three spans of \7*/ 2 to 30 feet. Roadway 16 feet 
 For the County Court of Dade Count}-. Miami, Florida, 1917 
 
 REPUBLICAN RIVER BRIDGE. CAMBRIDGE, NEBRASKA 
 
 Five spans of 52 to 62 feet. Roadway 16 feet 
 For the Nebraska State Highway Department. Lincoln. Nebraska, 1914 
 
 29 
 
MINERS FORD BRIDGE, IOLA, KANSAS 
 
 Three spans of 70 feet each. Roadway 16 feet 
 For the Board of Commissioners of Allen County, lola, Kansas, 1907 
 
 NORTON POINT BRIDGE, MANCHESTER-BY-THE-SEA, MASSACHUSETTS 
 
 Six spans of 25 to 48 feet. Roadway 20 feet 
 
 For William A. Tucker, New York, 1912 
 
 30 
 

 HAUGHT BRIDGE, TYLER COUNTY, WEST VIRGINIA 
 
 Three spans of 63 to 66 feet. Roadway 16 feet 
 For the Count}- Court of Tyler County, Middlebourne, West Virginia. 1914 
 
 FREDERICK ROAD BRIDGE, ELLICOTT CITY. MARYLAND 
 
 Three spans of 56 to 72 feet Roadway 28 feet 
 For the Maryland State Road Commission. Baltimore, Maryland. 1915 
 
 31 
 
T. H., I. & E. RY. BRIDGE, OVER WHITE LICK CREEK, PLAINFIELD, INDIANA 
 
 Five spans of 35 to 42 feet. Roadway 16 feet 
 For the Terre Haute, Indianapolis and Eastern Traction Company, Indianapolis, Indiana, 1906 
 
 BRIDGE 816, C. & L. M. RY., OVER SUGAR CREEK, NEAR LIMA, OHIO 
 
 Twin spans of 60 feet each. Roadway 22 feet 
 For the Ohio Electric Railway Company, Cincinnati, Ohio, 1907 
 
 32 
 
MIDDLETOWN BRIDGE, OVER SVVATARA CREEK. MIDDLETOWX. PEXXSYLVAXIA 
 
 Three spans of 94 to 96 feet. Roadway 23 feet 
 For the Board of Commissioners of Dauphin County. Harrisburg. Pennsylvania. 1914 
 
 BRIDGE 2671, ST. JOSEPH DIVISION*. K. C. C. C. & ST. J. RY.. ST. JOSEPH. MISSOURI 
 
 Span of opening 70 feet. Roadway 16 feet. Skew 53 degrees 
 For the Kansas City. Clay County & St. Joseph Railway Company. Kansas City, Missouri, 1912 
 
 33 
 
WAYNE STREET BRIDGE, OVER WABASH RIVER, PERU, INDIANA 
 
 Seven spans of 75 to 100 feet. Roadway 32 feet 
 
 For the Board of Commissioners of Miami County, Peru, Indiana, 1905 
 The only highway bridge on sixty miles of the Wabash River to survive the flood of March, 1913 
 
 SEVENTEENTH STREET BRIDGE, BOULDER, COLORADO 
 
 Span of waterway 70 feet. Roadway 24 feet 
 
 For the City of Boulder, Colorado, 1906 
 
 34 
 
TAYLOR'S FALLS BRIDGE, OVER MERRIMAC RIVER, NASHUA, NEW HAMPSHIRE 
 
 Five spans of 88 to 100 feet. Roadway 36 feet 
 For the City of Nashua and Town of Hudson, New Hampshire, 1910 
 
 I 
 
 RIPLEY BRIDGE. RIPLEY, NEW YORK 
 
 Span of waterway 80 feet. Roadway 16 feet 
 
 For the Town Board of Ripley, New York, 1908 
 
 35 
 
CARTERSBURG BRIDGE, CARTERSBURG, INDIANA 
 
 Twin spans of 90 feet. Roadway 22 feet 
 For the Terre Haute, Indianapolis & Eastern Traction Company, Indianapolis, Indiana, 1907 
 
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 CLOVER CREEK BRIDGE, PIERCE COUNTY, WASHINGTON 
 
 Span of waterway 45 feet. Roadway 28 feet 
 For the Board of Commissioners of Pierce County, Tacoma, Washington, 1914 
 
 36 
 
NOCCALULA FALLS BRIDGE. OVER BLACK CREEK, GADSDEN, ALABAMA 
 
 Span of waterway 56 feet. Roadway 18 feet 
 For the County Court of Etowah County, Gadsden, Alabama, 1916 
 
 FAIR GROUNDS BRIDGE, DES MO1NES, IOWA 
 
 Span of waterway 12 feet. Roadway 36 feet 
 For the Iowa State Fair Association, Des Moines, Iowa, 1910 
 
 37 
 
LUTEN DESIGN BRIDGE, OVER PIKES PEAK, PUEBLO, COLORADO 
 
 Span of waterway 85 feet. Roadway 16 feet 
 
 Showing snow-capped Pikes Peak just visible SO miles away under the lower right half of the span 
 For the Board of Commissioners of Pueblo County, Pueblo, Colorado, 1913 
 
 .."$?.' jg s r''^" - ' - '-; 
 
 -- * >*- -" - '.*" <* - 
 
 ~ ; /r * ' -*r 
 
 RAGING RIVER BRIDGE, KING COUNTY, WASHINGTON 
 
 Span of waterway SO feet. Roadway 24 feet 
 For the Board of Commissioners of King County, Seattle, Washington, 1916 
 
 38 
 
. 
 
 ' 
 
 ' 
 
 BRIDGE NO. 3, CHEROKEE PARK, LOUISVILLE, KENTUCKY 
 
 Span 60 feet. Roadway 30 feet. Skew 60 degrees 
 For the Board of Park Commissioners, Louisville, Kentucky, 1911 
 
 PLYMOUTH ROCK BRIDGE, PLYMOUTH, MASSACHUSETTS 
 
 Span of waterway 15 feet. Roadway 15 feet 
 For the Town of Plymouth, Massachusetts, 1907 
 
 
 
 '''* 
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 39 
 
BIG CREEK BRIDGE, GREENWOOD, MISSOURI 
 
 Span of waterway 54 feet. Roadway 24 feet 
 For the County Court of Jackson County, Kansas City, Missouri, 1915 
 
 WASHINGTON AVENUE BRIDGE, OVER BLACK RIVER, ELYRIA, OHIO 
 
 Span of waterway 150 feet. Roadway 48 feet 
 For the Board of Works of the City of Elyria, Ohio, 1914 
 
 40 
 
PITTSBURGH STREET BRIDGE, OVER NESHANNOCK RIVER. NEWCASTLE, PENNSYLVANIA 
 
 Twin spans of 75 feet each. Roadway 60 feet 
 
 See view below 
 For the Board of Commissioners of Lawrence County, Newcastle, Pennsylvania. 1909 
 
 PITTSBURGH STREET BRIDGE. OVER NESHANNOCK RIVER. NEWCASTLE, PENNSYLVANIA 
 
 See view above 
 
 This photograph was taken during the Easter flood of March. 1913. showing the two 75-foot arches flowing full, 
 
 yet free from debris, because of the turbulent cushion of surface water against 
 
 the haunches which deflects the debris 
 
 41 
 

 
 
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 FREDEKICKSBOK; BRIDGE. SALEM. JXEMJOTA 
 
 Twm fp*K <M feet cadb. Boafenn- M iert 
 
 Sorvinrl 
 
 CSIMAXA 
 
 - 
 
Highway Bridge of Plain Design, 16-Foot Roadway and Wings 
 
 Span of Waterway, 40 feet. See view below 
 
 This bridge of narrow roadway has the same curve as the bridge below, showing the possibility 
 
 of widening an arch of narrow roadway and plain appearance to a 
 
 more attractive and pleasing design 
 
 Park Bridge of Attractive Design, 30-Foot Roadway, Extended Spandrels 
 
 Span of Waterway, 40 feet. See view above 
 
 This bridge has the same curve as the bridge above, showing the possibility of widening the roadway for 
 increased volume of traffic and for increased appreciation of beauty by the community 
 
 44 
 
HARFORD AVENUE BRIDGE, OVER HERING RUN, BALTIMORE, MARYLAND 
 
 Three spans of 50 to 126 feet. Roadway 56 feet 
 
 Showing method of construction of arch in longitudinal sections. View under 126-foot span 
 For the Maryland State Roads Commission, Baltimore, Maryland, 19' 9 
 
 PAINT BRANCH BRIDGE, NEAR WASHINGTON, D. C. 
 
 Three spans of 60 feet each. Roadway 16 feet 
 
 Showing light pier construction possible by analyzing arch and pier as a continuous elastic 
 body. Pier 30 feet high, 4 feet thick, for unbalanced load of 75 tons 
 
 45 
 
ADVANTAGES OF CONCRETE BRIDGES 
 
 Concrete for permanence. 
 
 Concrete bridges are permanent improvements. 
 
 Concrete bridges have no wooden floors that are periodically out of repair. 
 
 A concrete bridge is the only bridge that grows stronger as it grows older. 
 
 As time passes, traffic on our highways grows heavier; steel and wooden bridges 
 grow weaker; concrete bridges grow stronger; to build a concrete bridge, then, is 
 just plain common-sense. 
 
 Concrete bridges are built with home labor and materials. The money ex- 
 pended for a concrete bridge returns directly to the taxpayers. 
 
 Concrete arch bridges are readily adapted to soft foundations. 
 
 Concrete arch bridges can be widened to provide for increased volume of traffic 
 without destruction of the original investment. 
 
 The concrete arch abutment has its maximum pressure near the back of a wide 
 base, not easily attacked by flood scour. 
 
 Heavy concrete arches are not easily moved by ice or flood. 
 
 The concrete arch may be erected under the old bridge or around trestle bents, 
 with no interruption of traffic. 
 
 The concrete arch, properly designed, adapts itself to all temperature changes 
 without deterioration. 
 
 The concrete arch employs concrete most efficiently. 
 
 For equal waterway, the concrete arch has the longest span at lowest level, thus 
 relieving floods at early stages instead of damming them back; it is most efficient in 
 discharge because its center of pressure is lowest and when flowing full its hydraulic 
 radius greatest. 
 
 The concrete arch also provides the highest opening for a given span, thus per- 
 mitting passage of debris at highest flood stages. 
 
 The concrete arch harmonizes readily with its surroundings and if well de- 
 signed is an attractive structure for any location. 
 
 The concrete arch is difficult to design but easy to erect, hence the ideal bridge 
 for the expert engineer. 
 
 Fifteen years ago a bridge was considered to be a structure for carrying traffic 
 across a river. We are realizing to-day that a permanent bridge must carry the 
 roadway itself across the river. 
 
 Concrete bridges are flood-proof and frost-proof, rust-proof and fire-proof. A 
 concrete bridge, once built, is built for all time. 
 
 46 
 
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