- Page 6 and 7: LIST OF TABLESTableI.II.III.IV .V.R
- Page 9 and 10: INTRODUCTIONThe Department ' s curr
- Page 11 and 12: CONCLU S I ONS AND RECOMMENDAT IONS
- Page 13 and 14: SCOPEThe proposed method of study w
- Page 15 and 16: corrugated steel pipe, or corrugate
- Page 17 and 18: TABLE IROA08EOS CONSTRUCTED YEAR SH
- Page 19 and 20: f-7'' ~ ~;~ wUc.::wCL10080504020F:U
- Page 21 and 22: minimal and is not a cause for conc
- Page 23 and 24: Steel, as a material, and the coati
- Page 25 and 26: TABLE I II5 YEAR WEIGHTED COST PER
- Page 27 and 28: culverts at time of failure .The De
- Page 29 and 30: TABLE IVREPLACEtlENT OR REHABIL lTA
- Page 31 and 32: This project required lining of 580
- Page 33 and 34: CSP . The project was 19 . 04 miles
- Page 35 and 36: 0WU)
- Page 37 and 38: or totally mis sing inverts.It does
- Page 39 and 40: major factor by New York .Coatings
- Page 41 and 42: width from minute to 1 /8 i nch or
- Page 43 and 44: Arkansas requires concrete for all
- Page 45 and 46: design life for the roadbed which o
- Page 47 and 48: ((SECTION 9-109-) 0. \ GENERAL Drai
- Page 49 and 50: ((9· 10
- Page 51 and 52: of the ponding upstream. and becaus
- Page 53 and 54:
a. .? .:::.";":\, !" .... c ~ r> ,\
- Page 55 and 56:
n.' _______ 1 t,_q -!, ~ ___ . __ .
- Page 57 and 58:
APPENDIX DPIPES REPLACED OR REHABIL
- Page 59 and 60:
i I ITEMI DESCRIPTION36 IN. FUR ED
- Page 61 and 62:
ITEMIZED PROPOSAL~ I! DESCRIPTION,
- Page 63 and 64:
ITEMIZED PROPOSALF-19- 3 1 5 I SEC
- Page 65 and 66:
ITEMIZED PROPOSALF-19- 2f9 I SEC A~
- Page 67 and 68:
ITEMI ZED PR OPOSAL~S - 68 1 1 5 1R
- Page 69 and 70:
ITEMIZED PROPOSALRS - SH S - I O~8
- Page 71 and 72:
ITEMIZED PROPOSALII.S-8H5- 1098 1 2
- Page 73 and 74:
ITEMIZED PROPOSALSHEET 2 OF 2 6-S-T
- Page 75 and 76:
CULVE~T SURVEY OF CROSSROAD REPLACE
- Page 77 and 78:
~ PlPtti:s V 0 . 5 Mi. E o~ R:t. 65
- Page 79 and 80:
..., •St Charles T st~ . 639+06 1
- Page 81 and 82:
,.Sto. '31+50 IS 55 16 1931 1987 56
- Page 83 and 84:
9 Ognt. 68 Ste. "175+86 18 32 unkno
- Page 85 and 86:
"'16 unknoun 1951 1997 3.OrQgon "2
- Page 87 and 88:
CULVERT PIPE REFERENCESAluminum Cul
- Page 89 and 90:
The Michigan Galvanized Metal Culve
- Page 91 and 92:
Material s and Research Review of :
- Page 93 and 94:
Durability of Polymer- Coated Corru
- Page 95 and 96:
After 6 years at the most abrasive
- Page 97 and 98:
Concrete pipe was projected to have
- Page 99 and 100:
Corrosion25 Years.Resistance of Alu
- Page 101 and 102:
Evaluation of Hi ghway Culvert Coat
- Page 103 and 104:
Durability of Corrugated Metal Culv
- Page 105 and 106:
Evaluation of Drainage Pipe by Fiel
- Page 107 and 108:
Culvert Durability Study; Ohio DOT;
- Page 109 and 110:
Durability o f Corrugated Me t a l
- Page 111 and 112:
Arkansas Department of Transportati
- Page 113 and 114:
Iowa Department of TransportationMr
- Page 115 and 116:
Nebraska Department of Transportati