Development of Economical Low‐Volume Road Bridges
Publication: Journal of Structural Engineering
Volume 114, Issue 9
Abstract
Low‐volume road bridges are currently designed according to the same specifications as urban highway bridges. Thus, many of the low‐volume bridge designs are overly conservative and uneconomical. This paper addresses this issue and proposes modifications of the existing specifications in the area of fatigue, deflection, allowable stress, composite action of timber decks, bridge width, lane loading, and the use of guardrails. All of the systems selected were combinations of prefabricated components. Jointless bridges received very high rankings and are strongly recommended for the 60‐ft and 100‐ft span ranges. A precast voided slab system and a timber deck and steel stringer system received the highest ranking on the 30‐ft span range. This study proposed a method of selecting the type of bridge system to be built in a particular area and a priority scheme to select which bridges must be replaced first. The scheme models the Federal Highway Administration (FHWA) sufficiency ranking with some of the ranking criteria being changed to better meet the needs of low‐volume road bridges.
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References
1.
AASHTO manual for bridge maintenance. (1976). American Association of State Highway and Transportation Officials, Washington, D.C.
2.
Albrecht, P. (1986). Review of fatigue design methods for highway bridges. Dept. of Civ. Engrg., Univ. of Maryland, College Park, Md.
3.
“America's highway—Accelerating the search for innovative bridges.” (1984). Special Report 202, Transp. Res. Board, Washington, D.C.
4.
Amos, R., and GangaRao, H. V. S. (1976). “Steel bridge systems.” WVDOH Interim Report 5, West Virginia DOH Project 50, Civ. Engrg. Dept., West Virginia Univ., Morgantown, W. V.
5.
Anderson, A. R. (1972). “Systems concepts for precast and prestressed concrete bridge construction.” HRB Special Report 132, Washington, D.C. 9–21.
6.
Bakht, B., and Tharmabala, T. (1985). “Steel‐wood composite bridges and their static load response.” OHBDC Report, Downsview, Ontario, Canada.
7.
Bell, D., and Olson, K. (1982). “Bridge structure construction system that uses treated lumber.” Transp. Res. Rec., 871.
8.
Berger, R. H. (1983). “Full‐depth modular precast, prestressed bridge decks.” Transp. Res. Rec., 903, 52–59.
9.
Biswas, M., Osegueda, R., and Noel, J. (1984). “Scale‐model tests for full‐depth precast panel‐decked composite bridge span.” Transp. Res. Rec., 950, 163–172.
10.
Biswas, M. et al. (1974). “Bridge replacements with precast concrete panels.” Transportation Research Board Special Report 148, 136–148.
11.
Bridge maintenance, (1981). Organization for Economic Cooperation and Development, Road Research, Paris, France, 33–89.
12.
“Bridges on secondary highways and local roads, rehabilitation and replacement.” (1980). NCHRP Report 222, Transportation Research Board, Washington, D.C.
13.
Bronstad, M. E., and Mitchie, J. D. (1981). “Multiple‐service‐level highway bridge railing selection procedure.” NCHRP Report 239, Transportation Research Board, Washington, D.C.
14.
“Building code requirements for reinforced concrete.” (1983). (318–83), Amer. Concrete Inst., Detroit, Mich.
15.
Byers, W. G. (1979). “Structural details and bridge performance.” J. Struct. Div. ASCE, 105(7), 1393–1404.
16.
Bytheway, C. W. (1971). “The creative aspects of FAST diagramming.” Proc., Society of the American Value Engineers, 301–324.
17.
Coglan, G., and Davis, N. (1979). “Low water crossings.” Transp. Res. Rec., 702, 98–103.
18.
“County highway department casts its own prestressed bridge beams.” (1975). Public Works.
19.
Dell'Isola, A. J. (1982). Value engineering in the construction industry, 3d Ed., Van Nostrand Reinhold Company, Inc., New York, N.Y.
20.
Demarle, D. J., and Shillito, L. M. (1982). “Value engineering.” Handbook of industrial engineering, Van Nostrand Reinhold Company, Inc., New York, N.Y., 7.3.1–7.3.20.
21.
Emanuel, J. H., et al. (1974). An investigation of design criteria for stresses induced by semi‐integral end bents: Phase I—Feasibility study. Civ. Engrg. Dept., Univ. of Missouri, Rolla, Mo.
22.
Eriksson, M. O. (1983). “Cost‐effective low‐volume‐road stream crossings.” Transp. Res. Rec., 898, 227–232.
23.
GangaRao, H. V. S. (1978). “Conceptual substructural systems for short span bridges.” Transp. Engrg. J., ASCE, 104(1), 1–13.
24.
GangaRao, H. V. S. (1981). “Study of steel grid decks for bridge floors.” Final Report, West Virginia Dept. of Transp., Morgantown, W.V.
25.
GangaRao, H. V. S., and Taly, N. B. (1978). “Short‐span bridge superstructural systems.” Transp. Engr. J., ASCE, 104(1), 1–13.
26.
Gaylord, E. H., Jr., and Gaylord, C. N. (1968). Structural engineering handbook. McGraw‐Hill Book Company, New York, N.Y., 18–37.
27.
Greimann, L. F., Wolde‐Tinsae, A. M., and Yang, P. S. (1983). “Skewed bridges with integral abutments.” Transp. Res. Rec., 903, 64–71.
28.
Grubb, M. A. (1986). “Alternate load factor design.” Presented at the ASCE Structures Congress, New Orleans, La.
29.
Gutkowski, R. M., and Goodman, J. R. (1978). “Tests and analysis for composite action in glulam bridges.” Trans. Res. Rec., 676, 1–8.
30.
Gutkowski, R., and Williamson, T. (1983). “Timber bridges: State‐of‐the‐art.” J. Struct. Engrg. ASCE, 109(9), 2175–2191.
31.
Hanson, T. A., et al. (1972). “Systems bridge phase two: Substructure.” Feasibility Study, Virginia Highway and Transp. Res. Council, Charlottesville, Va.
32.
Hegarty, M. J. (1986). “Design variables and systems scenario of low‐volume bridges.” Problem Report, West Virginia Univ., Morgantown, W.V.
33.
“Highway capacity manual.” (1985). Special Report #269, Transp. Res. Board Nat. Res. Council, Washington, D.C.
34.
Hill, J. J., and Shirole, A. M. (1984). “Economic and performance considerations for short‐span bridge replacement structures.” Transp. Res. Rec., 950, 33–38.
35.
Hulbert, B. F. (1977). “Basic evaluation of the structural adequacy of existing timber bridges.” Transp. Res. Rec., 647, 6–9.
36.
Jorgenson, J. L. (1983). “Behavior of abutment piles in an integral abutment in response to bridge movements.” Transp. Res. Rec., 903, 72–79.
37.
Kempter‐Rossman International. (1983). “Value engineering for highways.” 19080, U.S. Department of Transportation, Federal Highway Administration, Washington, D.C.
38.
Leish, J. E., and Newman, T. R. (1979). Study of width standards for state aid streets and highways, vol. II: research report and appendices. Road Research Board, Minnesota Department of Transportation, St. Paul, Minn.
39.
Loveall, C. L. (1985). “Jointless bridge decks.” Civ. Eng. (New York), ASCE, 55(11), 64–67.
40.
Manual for maintenance inspection of bridges. (1978). American Association of State Highway and Transportation Officials, Washington, D.C.
41.
Martin, L. D., and Osborn, A. N. (1983). “Connections for modular precast concrete bridge decks.” FHWA/RD‐82/106, Federal Highway Administration, Washington, D.C., 2, 33–58.
42.
Morris, W. T. (1974). Structural group process coordination. Grid Publishing, Inc., Columbus, Ohio.
43.
Motaged, A., Chang, F., and Mukherjee, D. (1983). “Design and construction of low water stream crossing.” Report No. FHWAIRD‐83I015, Federal Highway Administration, Washington, D.C.
44.
Mudge, A. E. (1971). Value engineering, a systematic approach. McGraw‐Hill Book Company, New York, N.Y.
45.
Naaman, A. E. (1986). Prestressed concrete analysis and design. McGraw‐Hill Book Company, New York, N.Y.
46.
The national building code, 1976. (1976). American Insurance Association, New York, N.Y.
47.
NCHRP synthesis 53: Precast concrete element for transportation facilities (1978). Transportation Research Board, National Research Council, Washington, D.C.
48.
Ontario highway bridge design code. (1983). 2nd Edition, Ontario Ministry of Transportation and Communications, Downsview, Ontario, Canada.
49.
Rabbat, B. G., and Russell, H. G. (1983). “Proposed replacement of AASHTO girders with new optimized sections.” Transp. Res., Rec., 950, 81–85.
50.
Recording and coding guide for the structural inventory and appraisal for the nation's bridges, January 1929. (1979). Department of Transportation, Washington, D.C.
51.
Reinforced earth technical bulletin, (1973). No. 2, Reinforced Earth Co., Washington, D.C.
52.
“Repair of concrete pavement joints.” (1980). Report No. FHWA‐TS‐80‐215, National Technical Information Center, Springfield, Va.
53.
Scholer, C. F. (1982). “Eleven‐year performance of two precast, prestressed concrete bridge decks.” Transp. Res. Rec., 871, 34–37.
54.
Scholer, C. F. et al. (1972). “Steel, concrete, aluminum and timber in systems bridges.” Highway Research Board Special Reports N132, 60–71.
55.
Shanafelt, G. (1985). “Bridge designs to reduce and facilitate maintenance and repair.” NCHRP Report 123, Transportation Research Board, Washington, D.C., 13.
56.
Sliavis, C. (1982). “Precast concrete modules for bridge deck reconstruction.” Transp. Res. Rec., 871, 30–33.
57.
Smith, B. L. (1982). “Case for removing bridge or culvert rails on low‐volume rural roads.” Transp. Res. Rec., 875, 50–53.
58.
Sprinkle, M. M. (1978). “Final report—Glulam timber decks.” VHTRC 79‐1226, Virginia Highway and Transp. Res. Council, Transportation Research Board, Washington, D.C.
59.
Sprinkle, M. M. (1982). “Precast concrete replacement slabs for bridge decks.” Virginia Highway and Transp. Res. Council, Charlottesville, Va.
60.
Sprinkle, M. M. (1985). “Prefabricated bridge elements and systems.” NCHRP Report 119, Transportation Research Board, Washington, D.C.
61.
Sprinkle, M. M., and Alcoke, W. H. (1977). “Systems bridge construction in Virginia.” Amer. Transp. Builder, 11–13.
62.
State of the art: Permanent bridge deck forms. (1976). Transportation Research Board, National Research Council, Washington, D.C.
63.
Standard plans for precast, prestressed concrete bridge slabs. (1959). Choctaw, Inc., Miss.
64.
Standards for bridge design (prestressed concrete structures) BD‐201. (1973). Dept. of Transp., Harrisburg, Pa.
65.
Standards for bridge design—Reinforced concrete and steel structures, BD‐100 series. (1972). Dept. of Transp., Harrisburg, Pa.
66.
Standard, specifications for highway bridges. (1983). American Association of State Highway and Transportation Officials, Wshington, D.C.
67.
Taly, N. B. and GangaRao, H. V. S. (1975). “Survey of short span bridge systems in the United States.” WVDOH 50—Interim Report 2, Civ. Engrg. Dept., West Virginia Univ., Morgantown, W.V.
68.
Thermabala, T. (1984). Structural evaluation and testing of Mattawa River bridge. Ontario Ministry of Transportation and Communications, Downsview, Ontario, Canada.
69.
“Timber bridge decks,” (1985). Civ. Eng. (New York), ASCE, 55(5), 47–49.
70.
Timber construction standards AITC100‐69. (1969). 5th Ed., Amer. Inst. of Timber Constr., Englewood, Colo.
71.
Tokerud, R. (1978). “Economical structures for low‐volume roads.” Transportation Research Rec., 665, 214–221.
72.
Tokerud, R. (1979). “Precast prestressed concrete bridges for low volume roads.” Prestressed Concrete Inst. Journal, 42–56.
73.
“Traffic Striping.” (1979). Report No. FHWA‐TS‐79‐219, National Technical Information Center, Springfield, Va.
74.
Transportation engineering handbook (1982). Department of Agriculture, Washington, D.C.
75.
“Value engineering study of crack and joint sealing.” (1984). Report No., FHWATS‐84‐221, National Technical Information Center, Springfield, Va.
76.
“Value engineering study of drainage maintenance.” (1982). Report No. FHWATS‐82‐223, National Technical Center, Springfield, Va.
77.
West, H., et al. (1985). “Development of cost‐effective bridge systems.” Phase II, Final Report, Pennsylvania Dept. of Transp. Transportation Research Board, Washington, D.C.
78.
Weyers, R. E., Cady, P. D., and McClure, R. M. (1984). “Cost‐effective decision models for maintenance, rehabilitation and replacement of bridges.” Transp. Res. Rec., 1 (950), 28–33.
79.
Zuk, W. (1980). “Jointless bridges.” Final Report, Virginia Dept. of Highways, Charlottesville, Va.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 114 • Issue 9 • September 1988
Pages: 1941 - 1961
Copyright
Copyright © 1988 ASCE.
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Published online: Sep 1, 1988
Published in print: Sep 1988
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