foreword - DOT On-Line Publications - Department of Transportation

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CURB AND GUTTER, IF SPECIFIED SHOTCRETE EXCAVATION SEQUENCE Figure 2. L FOOTING DRAIN SOIL NAIL (TYF) GEOCOMPOSITE DRAIN IF SPECIFIED Typical Section Through Vertical Wall. STRIP,
CIP F AClNQ \ EXCAVATION SEQUENCE Figure 3. i FOOTING DRAIN SOIL NAIL (TYP) DRAIN STRIP. Typical Section Through Battered Wall. 4
Page 2: FOREWORD The purpose of this manual
Page 5 and 6: ENGLISH TO METRIC (SI) CONVERSION F
Page 7 and 8: PART II. CONSTRUCTION INSPECTION (c
Page 9 and 10: Figure 1. 2. 3. 4. 5. 6. 7A. 7B. 8.
Page 11 and 12: Shotcreting a Permanent Structural
Page 14 and 15: Introduction PART I. PRECONSTRUCTIO
Page 18 and 19: UPPER WALL CIP FACING ----, -.- - -
Page 20 and 21: Basic Components of Soil Nail Walls
Page 22 and 23: NOTE1 STEEL TENDON Figure 6. Typica
Page 24 and 25: A surface water collector ditch is
Page 26 and 27: CAST-IN-PLACE REINFORCED CONC- FINI
Page 28 and 29: Applications of Soil Nailing Soil n
Page 30 and 31: CONVENTIONAL RETAINING WALL -1 EXIS
Page 32 and 33: P7 P9 Pll P7. Permanent shotcrete w
Page 36 and 37: The Contractor’s responsibilities
Page 38 and 39: l Any slope above the wall that sho
Page 42 and 43: Introduction PART II. CONSTRUCTION
Page 44 and 45: Field Quality Control of Materials
Page 46 and 47: The inspector should make daily ins
Page 48 and 49: Drillholes in soil should not be al
Page 50 and 51: A high intensity light can be used
Page 52 and 53: f / GEOCOMPOSITE DRAINAGE STRIP + I
Page 54 and 55: P27 P28 P29 P27. Cleaning and inspe
Page 56 and 57: P3Y P42 P40 P41 P39. Nozzleman gunn
Page 58 and 59: Structural Wall Facing and Drainage
Page 60 and 61: movement reading just after the loa
Page 62 and 63: P45. Typical testing setup. Note di
Page 64 and 65: Proof Tests 1. Total movement at th
Page 66 and 67:
q q q q q cl q q q q cl q q q q q q
Page 68 and 69:
Contract Documentation Checklist Cl
Page 70 and 71:
. Be confident-become thoroughly kn
Page 72 and 73:
Soil Nail Installation Soil nail in
Page 74 and 75:
LOCALIZED SLOUGHING DUE TO DRILLING
Page 76 and 77:
Grouting Loss of soil-grout adhesio
Page 78 and 79:
closure to design line will not be
Page 80 and 81:
14. Good contract specifications wi
Page 82 and 83:
NAIL DRILLING FLASHCOAT SHOTCRETING
Page 84 and 85:
NAlL INSTAL DHLLHOLE SLOPE AS NECES
Page 86 and 87:
FIRST LIFT OF WALL INSTALLED. SECON
Page 88 and 89:
. l . . . . Table 2. Causes of Loca
Page 90 and 91:
of compressed air to augment remova
Page 92 and 93:
Shotcrete Facing 1. 2. 3. 4. 5. Gro
Page 94 and 95:
P57. Example of PVC pipe weepholes
Page 96 and 97:
Fine-Grained Soils: Soils with at l
Page 98 and 99:
PRODUCTION SOIL NAILS (Refer to Fig
Page 100:
APPENDIX A BLANK FORMS A-l
Page 103 and 104:
Project: NOTES: SOIL NAIL INSTALLAT
Page 105 and 106:
100 0 CALIBRATION OF JACKING SYSTEM
Page 107 and 108:
Project: Project No.: Date: Bar Siz
Page 111 and 112:
APPENDIX B EXAMPLES OF COMPLETED FO
Page 113 and 114:
Project: ----- %14- \vALL #lo SOIL
Page 115 and 116:
8 : : : N (spuosnoq+) *sql ‘pool
Page 117 and 118:
ELASTIC MOVEMENT Project: S?l4- VA&
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foreword - DOT On-Line Publications - Department of Transportation

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