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A Study of the Durability of Corrugated Steel Culverts inOklahoma, 1971 , Oklahoma Dept. of HighwaysCorrosion of Corrugated Metal Pipe, 1971, Kansas State HighwayComm.National Su rvey of State Culvert Use a nd Policies, May 1980, NewYork State Dept. of TransportationDurability of Drainage Pipe, NCHRP No. 50, 1978 , TransportationResearch BoardDurability of Corrugated Metal Culverts, 1977 Survey, New YorkDept . of Transportation , The Quarterly R&D Digest No . 7 (NYDOTPublication)Performance Evaluation of Aluminum and Zinc Coatings onCorrugated Steel Pipe Culverts, October 1981, Missouri Highwayand Trans. Dept .Condition Survey Bituminous Coated Corrugated Metal Culvert Pipe,January 1965, Missouri State Highway Dept.Aluminized- Galvanized Cu lvert Inspection in Missouri, 1981,Armco Inc.HRIS Run No. HNJT549 Selections , Drainage DesignMHTD Investigation 80-7 , Performance Evaluation of Aluminum andZinc Coating on Corrugated Steel Pipe Culverts. Also seesubmittal dated 1/7/82 to RAC meeting of 3/24/82 .Symposium on Durability of Culverts and Storm Drains,Transportation Research Record 1001, 1984, TRBFinal Report - Durability of Bituminous-Lined Corrugated SteelPipe Storm Sewers, Ohio Dept . of Transportation, April 1985Durability of Asphalt Coating and Paving On Corrugated SteelCulverts in New York, Transportation Research Board AnnualMeeting, January 1964Evaluation of Highway Culvert Coating Performance, Report No .FHWA/RD - 80/059 , June 1980 Final ReportField Performance of Protective Linings for Concrete andCorrugated Steel Pipe Culverts , Ohio Dept. of Transportation ,Transportation Research Board Meeting , January 1984Metal Loss Rates of Uncoated Steel and Aluminum Culverts in NewYork State, Transportation Research Board Meeting , January 1984New York State Department of Transportation- 80 -
The Michigan Galvanized Metal Culvert Corrosion Study,Transportation Research Board Meeting, 1979 , Michigan Dept . ofState Highways and TransportationPrecast Concrete Pipe Durability -American Concrete Pipe AssociationState-of-the-Art , Mike Bealey,An Overview of Polymer Coatings For Corrugated Steel Pipe inNew York , Transportation Research Board Meeting, January 1984,New York State Dept . of TransportationUnderground Disposal of Storm Water Runoff - Design GuidelinesManual , February 1980, Federal Highway AdministrationFlexible Culverts Under High Fills , Highway Research BoardBulletin 125 , January 1955Small Drainage Structures - Compendium 3 - TransportationResearch Board, 1978Surface Drainage and Highway Runoff Pollutants, TransportationResearch Record 1017, 1985Culverts: Analysis of Soil-Culvert Interaction and Design,Transportation Research Record 1008, 1985Field and Laboratory Evaluation of Energy Dissipators for Culvertand Storm Drain Outlets, Volume II, Field Performance ofCorrugated Metal Culverts, University of Akron, December 1980Field and Laboratory Evaluation of Energy Dissipators for Culvertand Storm Drain Outlets, Volume I, Modular Energy Dissipators :Internal Energy Dissipators: Rock Channel Protection, Universityof Akron , December 1980Evaluation of Long-Span Corrugated Metal Structures, Ohio Dept.of Transportation and FHWA, May 1986Internal Energy Dissipators For Culverts, University of Akron,September 1984Handbook of Concrete Culvert Pipe Hydraulics, Portland CementAssociation, 1964Concrete Pipe Handbook , American Concrete Pipe Association, 1981Concrete Pipe Handbook, American Concrete Pipe Association, 1958- 81 -
Page 5 and 6:
TABLE OF CONTENT SPageI n troductio
Page 7:
Valdresrittet 2010Resultatliste Ald
Page 10 and 11:
there would be an unacceptable disr
Page 12 and 13:
It is recognized that CSP has a low
Page 14 and 15:
DISCU SS I ONCur rent Design Polic
Page 16 and 17:
the initial lanes of construction m
Page 18 and 19:
"7o::r::(I)wO:::u 00 0c :. 0C'.) 0r
Page 20 and 21:
initiated to review the use and cos
Page 22 and 23:
years .The Ohio Department of Trans
Page 24 and 25:
TABLE II5 YEAR WEIGHTED COST PER LI
Page 26 and 27:
The costs of the pipe are discussed
Page 28 and 29:
Replaceme nt Or Re ha bilitatio n B
Page 30 and 31:
adly deteriorated with a high perce
Page 32 and 33:
note the bid prices for these proje
Page 34 and 35:
TABLE VCORRUGATED STEEL PIPE USED B
Page 36 and 37:
CSP being purchased. A small , fair
Page 38 and 39: timeand has been the subject of man
Page 40 and 41: paved is subject to the same proble
Page 42 and 43: sample size and test data having wi
Page 44 and 45: equal alternates for all drainage e
Page 46 and 47: APPENDIX ADESIGN POLICY- 38 -
Page 48 and 49: The type of pipe to be used is spec
Page 50 and 51: of crossroad structures i~ construc
Page 52 and 53: APPENDIX BROADBED LIFE- 44 -
Page 54 and 55: APPENDIX CPIPE QUANTITIES USED BY M
Page 56 and 57: '1 1. ,'"• elf''' , r(';",."• (
Page 58 and 59: lITEMIITEMIZED PROPOSAL18 IN. PIPE
Page 60 and 61: ITEMIZED PR OPOSALF- !l-ll q , S=C
Page 62 and 63: ITEMIZED PROPOSALF- !l - li9I SEC a
Page 64 and 65: ITEMIZED PROPOSALF-19- 3 15 I SEC a
Page 66 and 67: ITEM IZED PROPOSALF-I Q-2f'HSEC At.
Page 68 and 69: ITEMIZED PROPOSALRS - 68 1 ( 5 1RTE
Page 70 and 71: ,ITEMIZED PROPOSAL, I DESCRIPTIONIT
Page 72 and 73: ITEMIZED PROPOSAL6-$-T-7117RTE TCQ
Page 74 and 75: APPENDIX ECULVERT SURVEY OF CROSSRO
Page 76 and 77: 4 Heoonry N 21.135 Hi E o~ C~~~ Co
Page 78 and 79: 5 Boon~ 2 19.09 Mi. S of" fO!t 1-70
Page 80 and 81: 6 Ge:=;coned~ 19 St.e. 27+98 18 46
Page 82 and 83: 8 L.e.clgdo J 2.9 Mi . W of' Jet. 5
Page 84 and 85: 9 Wright. 95 Sta . 669+50 18 "10 ..
Page 86 and 87: APPENDIX FCULVERT PIPE REFERENCES-
Page 90 and 91: APPENDIX GEXTRACTS FROM SELECTED RE
Page 92 and 93: 6. Epoxy coatings and vitrified cla
Page 94 and 95: Clad- Alumi num Al loy Pipe was est
Page 96 and 97: Found concrete pipe with an epoxy c
Page 98 and 99: If New York used a 50 year design l
Page 100 and 101: InnovatedCulvert.Repair of a LargeC
Page 102 and 103: asphalt are attributable to the wat
Page 104 and 105: IDurability of Drainage Pipe; Natio
Page 106 and 107: corrosion of corrugated Hetal Pipe:
Page 108 and 109: Cul vert Life Study , Technical Pap
Page 110 and 111: APPENDIX HSURVEY OF SURROUNDING STA
Page 112 and 113: Illinois Department of Transportati
Page 114 and 115: Kansas Department of Transportation
Page 116: Oklahoma Department of Transportati
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