MR87-1_REDUCED.pdf

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f-7'' ~ ~;~ wUc.::wCL10080504020F:U,ilDBEDS COf\l STRUCTED YEAR c: H 11 \l\/ I\ I'..-! \J ~' .1OR E,ll,RLlER ,t,I~DSTILL IN SERVICE, /_-X-~>~u) ,." OJ ",,,,,]')~-~YE.A,R~-~~ ~FIGURE 2
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 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 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 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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