MR87-1_REDUCED.pdf

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lITEMIITEMIZED PROPOSAL18 IN. PIPE CULV ER T GROUP IUN ITQUANTITY9 - 5-68-210RTE 6 8CO DENTUNIT PRICE125- Jl. H I . OQZ 18 250 19929 ~ OOI,''" , 22 . 00,911:i? - OO . ) :'0, "c, ,30 I N . Flt,U;:O "'·!O ,,0, " c>a'"I000 1400 . JOI II ,- 50 -
i I ITEMI DESCRIPTION36 IN. FUR ED END seC TI ONITEMIZED PROPOSALUNITQUANTITY1 732-00.36 Z. '00"""TYP E , .w ULCHZ 80Z - 30 .00S EEe I NGDIOQoI.CIl F3 805-10 . VO Zl•TOTAL FOR PROJEC TIIID"" ACJP:ZIII ,
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 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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