MR87-1_REDUCED.pdf

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ITEMIZED PROPOSAL6-$-T-7117RTE TCQ ST. CHARLESAND WARRENi I ITEMI DESCRIPTIONRE/'IOVAL OF I"'PROVE"'E N SUNIT PRICEaUANTITYI AMOUNTUNIT OOlLARS CTS I OOU .... RS CT~1 202-20.10 1 3000 000 30001 00PE R LUI''''' SU,",CLASS ) E){CAVATI::JN.2 206-30. 00 1.0 46 17 000 171'82 00IIi>~PER CU YOTYPE 1 OR TTPE Z AGGREGATE FORBASE 17 tN. THIC!('31000. ) )04-00. n 53' 1 599 00ASPHALT CEI'IENTPER SQ vo, , Z)6.S0"jooo..t 9I TU"'tHOUS PAV E ~ EN TJ 85-100" 4 0t-l O.ll OR AC-l0PE R TON >MINERAL AGGREGAT:(BITUMINOUS PAVe ~ eH TJ GRADe C'i 401-20.10TO4lZ51oo" 000PER TONPR (:-!F.-LIQU1 O A ~ PH ALT ~c 10 UR" C3100) 0; 1 0 100"I>,PER GALLONCCNSTRUCTI0'i S IGNS•• 408-1('.10 170 ,7 f!l!>-ll) . O!, 176 25.000 't 4 00. 0 0i>PER SO FT >:.oOS ll HAT ( ON8 !t18-1 C. 1'J1l 1 23000 .. 000 -!JOO') . "J ·'"IIP Elt lU!'4P SUM IIj l Z !N . ?(PE (UlVf"R T GrillUP II"q 7 .::'!:R l.[N FT I,II- 64 -
ITEMIZED PROPOSALSHEET 2 OF 2 6-S-T-7B1ATE TCO ST. CHARLESAND WARREN.! I ! ITEM oeSCRIPTlONUNIT PRIceOUANTITYI AMOUNT, UNIT OOll .... RS'" I OOUARS j CT'l5 IN. PIPE CULVE RT GROUP 11l 725- 02.15 .0 16 000 1620 00P"'R LIN FTL8 I N. PIPE CULVERT GROU P II2 725- 02. HI ..0 l' 000 7 7QO 00PER LIN FT2l IN. PI PE CULVE AT GRO UP II3 725-0 2. Zl 3 0 20 000 bOO 00PER LIN FT.- IN • PIPE ( UlVERT GROUP 11... 725-0 2 . 2,,", ]LO Zl 000 ,65 10 L oP!'OR LI~ FT I30 IN. PIPE CULV ";R
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 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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