{"id":234594,"date":"2024-10-19T15:17:55","date_gmt":"2024-10-19T15:17:55","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-manual-115-2020\/"},"modified":"2024-10-25T09:51:24","modified_gmt":"2024-10-25T09:51:24","slug":"asce-manual-115-2020","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-manual-115-2020\/","title":{"rendered":"ASCE Manual 115 2020"},"content":{"rendered":"
Prepared by the Pipe Ramming Task Force of the Trenchless Installation of Pipelines (TIPS) Committee of the Utility Engineering and Surveying Institute of ASCE<\/p>\n
<\/i><\/p>\n
Pipe Ramming, Second edition, <\/i>MOP 115, describes current pipe ramming practices in design and construction of pipelines under roads, railroads, streets, and other constructed and natural structures and obstacles.<\/p>\n
Topics in this completely updated manual of practice include<\/p>\n
Providing both introductory and advanced information on pipe ramming methods, MOP 115 will be valuable to practicing engineers, utility owners, contractors, and other related professionals.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
2<\/td>\n | Pipe Ramming, 2E (MOP 115) <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | Copyright Page <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | Manuals and Reports on Engineering Practice <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Preface <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Acknowledgments <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 1. Introduction <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 2. Pipe Ramming Process 2.1\u2002Introduction and Background 2.1.1\u2002Introduction <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 2.1.2\u2002Background <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 2.2\u2002Method Description <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 2.3\u2002Equipment Selection and Setup 2.3.1\u2002Guide Rails and Setting Grade <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 2.3.2\u2002Minimum Space Requirements <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 2.3.3\u2002Depth <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 2.3.4\u2002Hammer Selection <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 2.3.5\u2002Air Compressor <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 2.3.6\u2002Cutting Shoe <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 2.3.7\u2002Casing Selection and Wall Thickness <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 2.3.8\u2002Hammer Attachment <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 2.3.9\u2002Efficiency of Casing Penetration or Advancement <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 2.3.10\u2002Lubrication <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 2.3.11\u2002Joining Casing Pieces <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | 2.3.12\u2002Spoil Removal 2.3.13\u2002Carrier Pipe Installation <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | 2.4\u2002Pilot Tube Guidance 2.4.1\u2002Pilot Tube Installation <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | 2.4.2\u2002Step-Up Casings and Installation Sequence 2.5\u2002Typical Applications 2.5.1\u2002Road and Railroad Crossings <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | 2.5.2\u2002Culverts <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | 2.5.3\u2002Pipe Crushing <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | 2.5.4\u2002Slick Boring <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | 2.5.5\u2002Pipe Extraction <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | 2.5.6\u2002Combining Pipe Ramming and Horizontal Directional Drilling <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | 3. Planning 3.1\u2002Initial Criteria <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | 3.1.1\u2002Casing Diameter and Grade <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | 3.1.2\u2002Depth <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | 3.1.3\u2002Routing <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | 3.1.4\u2002Portals, Shafts, and Working Space <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | 3.1.5\u2002Sustainability <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | 3.1.6\u2002Regulations 3.2\u2002Site Conditions 3.2.1\u2002Land Use <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | 3.2.2\u2002Easements and Rights-of-Way <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | 3.2.3\u2002Underground Utilities and Other Facilities <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | 3.2.4\u2002Buried Objects 3.2.5\u2002Contaminated Ground <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | 3.2.6\u2002Special Considerations <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | 3.3\u2002Preliminary Geotechnical Considerations <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | 3.4\u2002Project Layout 3.4.1\u2002Layout for Efficient Pipe Ram <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | 3.4.2\u2002Alignment and Distance Considerations 3.4.3\u2002Effects on Adjacent Structures <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | 3.5\u2002Cost Considerations 3.5.1\u2002Direct Cost of the Pipe Ramming <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | 3.5.2\u2002Indirect Social Effect Costs <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | 3.5.3\u2002Environmental Costs <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | 3.5.4\u2002Risk Analysis <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | 3.5.5\u2002Contingency Costs <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | 4. Detailed Site Investigations 4.1\u2002General 4.2\u2002Geotechnical Assessment <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | 4.2.1\u2002Site Investigation <\/td>\n<\/tr>\n | ||||||
103<\/td>\n | 4.2.2\u2002Characterization of Subsurface Materials <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | 4.2.3\u2002Geotechnical Reports <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | 4.2.4\u2002Applicability of Pipe Ramming Based on Subsurface Conditions and Classification 4.3\u2002Utility Surveys <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | 4.4\u2002Traffic Flow and Access for Vehicles and Pedestrians <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | 4.5\u2002Environmental Conditions <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | 4.6\u2002Flood Zones <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | 4.7\u2002Seismic Considerations <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | 5. Design 5.1\u2002General <\/td>\n<\/tr>\n | ||||||
119<\/td>\n | 5.2\u2002Planning and Permitting 5.2.1\u2002The Process <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | 5.2.2\u2002Cost and Schedule <\/td>\n<\/tr>\n | ||||||
121<\/td>\n | 5.2.3\u2002Hazard Identification <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | 5.2.4\u2002High Risk Hazards 5.2.5\u2002Permitting and Design for Special Crossings <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | 5.3\u2002Exploration 5.3.1\u2002Planning an Exploration Program 5.3.2\u2002Site Layout <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | 5.3.3\u2002Geotechnical Considerations <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | 5.3.4\u2002Groundwater 5.3.5\u2002Ground Settlement or Heave <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | 5.3.6\u2002Deviations in Line and Grade <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | 5.3.7\u2002Appropriate Casing Size 5.3.8\u2002Ram Length Limitations <\/td>\n<\/tr>\n | ||||||
132<\/td>\n | 5.4\u2002Design Considerations 5.4.1\u2002Basis of Design 5.4.2\u2002Selection of Line, Grade, and Tolerances <\/td>\n<\/tr>\n | ||||||
133<\/td>\n | 5.4.3\u2002Casing Material Selection and Dimensions <\/td>\n<\/tr>\n | ||||||
134<\/td>\n | 5.4.4\u2002Ground Response (Settlement, Heave, and Vibration) <\/td>\n<\/tr>\n | ||||||
136<\/td>\n | 5.4.5\u2002Joint Configuration <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | 5.4.6\u2002Driving Resistance of the Casing <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | 5.5\u2002Documentation <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
142<\/td>\n | 6. Construction 6.1\u2002General 6.2\u2002Bidding <\/td>\n<\/tr>\n | ||||||
143<\/td>\n | 6.3\u2002Submittals <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | 6.3.1 Preconstruction Submittals <\/td>\n<\/tr>\n | ||||||
147<\/td>\n | 6.3.2\u2002Construction Submittals <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | 6.3.3 Postconstruction Submittals 6.4\u2002Measurement and Payment <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | 6.5\u2002Jobsite Layout and Equipment Setup <\/td>\n<\/tr>\n | ||||||
152<\/td>\n | 6.6\u2002Survey <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | 6.7\u2002Launching and Receiving Shafts <\/td>\n<\/tr>\n | ||||||
155<\/td>\n | 6.8\u2002Steel Casing, Leading Edge Treatments, and Welding <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | 6.9\u2002Safety Issues 6.10\u2002Differing Site Conditions <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | 6.11\u2002Traffic Control, Fencing, and Barricading 6.12\u2002Quality Control <\/td>\n<\/tr>\n | ||||||
158<\/td>\n | 6.13\u2002Ramming Forces and Lubricants <\/td>\n<\/tr>\n | ||||||
159<\/td>\n | 6.14\u2002Spoil Removal and Disposal <\/td>\n<\/tr>\n | ||||||
160<\/td>\n | 6.15\u2002Inspection and Monitoring <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | 6.16\u2002Reports and Records <\/td>\n<\/tr>\n | ||||||
162<\/td>\n | 6.17\u2002As-Built Drawings and Documentation References <\/td>\n<\/tr>\n | ||||||
164<\/td>\n | 7. Summary of Recent Case Histories 7.1\u2002General <\/td>\n<\/tr>\n | ||||||
192<\/td>\n | Glossary <\/td>\n<\/tr>\n | ||||||
206<\/td>\n | Index <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ASCE Manuals and Reports on Engineering Practice 115: Pipe Ramming<\/b><\/p>\n |