Design-Manual-for-Low-Volume-Roads-Part-G

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PART G: WEREDA ROAD MAINTENANCE BOOKLET G - Chapter 10 - 89
G - Chapter 10 - 90 Porous repairs will require a seal coat to prevent penetration of water. PART G: WEREDA ROAD MAINTENANCE BOOKLET
Page 1 and 2:
FEDERAL DEMOCRATIC REPUBLIC OF ETHI
Page 4 and 5:
G TABLE OF CONTENTS G - i Table of
Page 6 and 7:
G - Chapter 1 - 1 1. THE AIMS OF TH
Page 8 and 9:
G - Chapter 2 - 3 Drainage Features
Page 10 and 11:
G - Chapter 3 - 5 materials. Other
Page 12 and 13:
G - Chapter 3 - 7 The choice of spo
Page 14 and 15:
G - Chapter 4 - 9 4. THE PURPOSE OF
Page 16 and 17:
G - Chapter 5 - 11 Defect Drainage
Page 18 and 19:
G - Chapter 6 - 13 6. Occasional Ma
Page 20 and 21:
G - Chapter 8 - 15 8. MAINTENANCE A
Page 22 and 23:
G - Chapter 8 - 17 •¡ Disposal o
Page 24 and 25:
Maintenance Activity •¡ 132 Shou
Page 26 and 27:
Maintenance Activity •¡ 133 Plan
Page 28 and 29:
G - Chapter 9 - 23 9. DRAINAGE Defe
Page 30 and 31:
G - Chapter 9 - 25 If the silting p
Page 32 and 33:
PART G: WEREDA ROAD MAINTENANCE BOO
Page 34 and 35:
G - Chapter 9 - 29 When excavating
Page 36 and 37:
G - Chapter 9 - 31 Case 1: When the
Page 38 and 39:
G - Chapter 9 - 33 •¡ Move windr
Page 40 and 41:
G - Chapter 9 - 35 Defect 7: Ditch
Page 42 and 43:
G - Chapter 9 - 37 Slips or slope e
Page 44 and 45: PART G: WEREDA ROAD MAINTENANCE BOO
Page 46 and 47: G - Chapter 9 - 41 until mortar has
Page 48 and 49: G - Chapter 9 - 43 Defect 9: Dry Ma
Page 50 and 51: G - Chapter 9 - 45 Maintenance Acti
Page 52 and 53: G - Chapter 9 - 47 The gabion baske
Page 54 and 55: G - Chapter 9 - 49 The Check Dams m
Page 56 and 57: G - Chapter 10 - 51 10. ROAD SURFAC
Page 58 and 59: G - Chapter 10 - 53 Setting out •
Page 60 and 61: G - Chapter 10 - 55 Once the centre
Page 62 and 63: G - Chapter 10 - 57 Excavate backsl
Page 64 and 65: G - Chapter 10 - 59 Gravel Road Def
Page 66 and 67: G - Chapter 10 - 61 •¡ The moist
Page 68 and 69: G - Chapter 10 - 63 used for larger
Page 70 and 71: ) Light reshaping, Mechanised Metho
Page 72 and 73: G - Chapter 10 - 67 •¡ The tract
Page 74 and 75: G - Chapter 10 - 69 Preparation Pat
Page 76 and 77: G - Chapter 10 - 71 Watering The to
Page 78 and 79: G - Chapter 10 - 73 Check the Cambe
Page 80 and 81: G - Chapter 10 - 75 Structures The
Page 82 and 83: G - Chapter 10 - 77 OCCASIONAL MAIN
Page 84 and 85: Quarry or Borrow Pit G - Chapter 10
Page 86 and 87: G - Chapter 10 - 81 the site. Loadi
Page 88 and 89: G - Chapter 10 - 83 •¡ Water sho
Page 90 and 91: G - Chapter 10 - 85 Although well c
Page 92 and 93: Excavation of the area to be repair
Page 96 and 97: G - Chapter 11 - 91 11. PRIORITIES
Page 98 and 99: G - Chapter 11 - 93 most effectivel
Page 100 and 101: G - Chapter 12 - 95 •¡ Market fo
Page 102 and 103: G - Chapter 12 - 97 supervision has
Page 104 and 105: G - Chapter 13 - 99 13. PLANNING AN
Page 106 and 107: G - Chapter 13 - 101 CODE PRODUCTIV
Page 108 and 109: G - Chapter 14 - 103 •¡ African
Page 110 and 111: G - Chapter 15 - 105 of the camber
Page 112 and 113: G - Chapter 15 - 107 •¡ Incremen
Page 114 and 115: G - Chapter 15 - 109 •¡ bitumen
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Design-Manual-for-Low-Volume-Roads-Part-G

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