MR87-1_REDUCED.pdf

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asphalt are attributable to the water absorption andabrasio n properties of asphalt and current methods ofapp l ication.12. There are several alternative coatings which shoul d beevaluated for use on culverts. These coatings, whiler.1ore expensive than current culvert coatings , cou l d becost effective for sel ected app l ication su·ch as o ninverts .13. t·lany state and AASHTO specifications should be mademore specific .((- 94 -
Durability of Corrugated Metal Culverts; New York State Departmentof Transportation, 1965 Survey; Highway Research Record No . 242,pgs 41- 55 .(CONCLUSIONSResults of the s tatewide survey of corrugated steel culverts in ser vice 2 to 35 yr indicatethe following:1. Uncoated cu1vp. d s have performed s atisfac torily from the standpoint of durability.ApPI'oximat('ly 70 p~ rccnt of those in service 25 yr or longcl" have lost less tha n oncI::l lf of thC'ir origln;'!1 thlc!:nc!Js. The large majotity of exi:;t!ng unco::l.ted culverts cantherelore b(.! e:'pl'c;lcd to provide total ser vlcC! of at least 40 yr.2. Prot{'(:Uv.:! b ituminou$ co..1.lillss have r educed metaJloss :;ignificantly, coating/pa-:ing beinr, appreciably more effective than conting alone.3. 1':Ic::tal loSti docs not corcel;lte ·.dth pH, electrical resistivity, chemical concentration, or other soil :lad water prop~rtie~, within the limits usually encountered in New York.4. lvletalloss is primarily associated with normal corrosion, abrasion playing buta small part.5. Culve rts should be designed to satisfy durahility r equirements, in view o[ the thinnergages p ~ rmitt c d by current s tructura l design practices. A s uggested design procedure[or uncoated, coaled, and coated/ paved culverts Is outlined III this report.Results of !he comparison zurvey of corrugated aluminum and s teel culverts underessentially '> inlilac exposures from 1 to
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TABLE OF CONTENT SPageI n troductio
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Valdresrittet 2010Resultatliste Ald
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there would be an unacceptable disr
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It is recognized that CSP has a low
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DISCU SS I ONCur rent Design Polic
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the initial lanes of construction m
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"7o::r::(I)wO:::u 00 0c :. 0C'.) 0r
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initiated to review the use and cos
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years .The Ohio Department of Trans
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TABLE II5 YEAR WEIGHTED COST PER LI
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The costs of the pipe are discussed
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Replaceme nt Or Re ha bilitatio n B
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adly deteriorated with a high perce
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note the bid prices for these proje
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TABLE VCORRUGATED STEEL PIPE USED B
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CSP being purchased. A small , fair
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timeand has been the subject of man
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paved is subject to the same proble
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sample size and test data having wi
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equal alternates for all drainage e
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APPENDIX ADESIGN POLICY- 38 -
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The type of pipe to be used is spec
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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 88 and 89: A Study of the Durability of Corrug
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 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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