2010 Construction and Material Specifications - Ohio Department of ...
2010 Construction and Material Specifications - Ohio Department of ... 2010 Construction and Material Specifications - Ohio Department of ...
208.01 207 Cubic Yard Sediment Removal (Cubic Meter) 207 Foot (Meter) Construction Fence ITEM 208 ROCK BLASTING 208.01 Description 208.02 Regulations on the Use of Explosives 208.03 Product Specifications 208.04 Stabilization 208.05 Blasting Plan Submittal 208.06 Production Holes 208.07 Blasting Test Sections 208.08 Safety Procedures 208.09 Presplitting 208.10 Cushion (Trim) Blasting 208.11 Sliver Cuts 208.12 Blaster 208.13 Blasting Consultant 208.14 Pre-Blast Condition Survey 208.15 Vibration Control and Monitoring 208.16 Airblast and Noise Control 208.17 Hydrologist 208.18 Flyrock Control 208.19 Public Meetings 208.20 Record Keeping 208.21 Method of Measurement 208.22 Basis of Payment 208.01 Description. This work consists of using production and controlled blasting techniques to fracture rock or shale and to construct stable final rock cut faces. Controlled blasting refers to the controlled use of explosives and blasting accessories in carefully spaced and aligned drill holes to produce a free surface or shear plane in the rock along the specified excavation backslopes. Controlled blasting techniques include presplitting, cushion (trim) blasting, and sliver cut blasting. If the designed cut slope is steeper than 1:1 and deeper than 5 feet (1.5 m), use controlled blasting techniques, even if the main excavation is ripped or excavated. In rare instances, the Department will specify presplitting for 1 to 1 slopes. For all slopes that do not require controlled blasting techniques, rake, excavate, hoe ram, or mechanically shape these slopes to obtain a neat and smooth appearance. Production blasting refers to the rock fragmentation blasts resulting from more widely spaced production holes drilled throughout the main excavation area adjacent to the controlled blast line. Detonate production holes in a controlled delay sequence. 122
123 208.02 208.02 Regulations on the Use of Explosives. Perform all blasting operations according to all applicable Federal, State, and local laws and regulations, and the provisions of 107.09. These regulated blasting operations include but are not limited to the following: A. Storage and handling of explosives, blasting agents, and detonators. B. Use of explosives in character and amount as allowed. C. Storage plan, including the type of magazine or explosive storage facility to be used on the job site. D. Record keeping, placarding, safe distances, and all other requirements concerning storage. E. Obtaining and displaying magazine permits. 208.03 Product Specifications. Be aware that delay elements in blasting caps may deteriorate with age. Aged explosives are known to deliver much less than the rated energy. If evaporation occurs or if improperly mixed, bulk explosives (such as ammonium nitrate and fuel oil) may not contain the proper amount of diesel oil. Low diesel oil drastically reduces the energy content of the explosive and commonly produces reddish brown or yellow fumes upon detonation even in dry blast holes. Use products conforming to manufacturers’ specifications. Ship the manufacturer recommended expiration dates with the products delivered to the project. Do not use any blasting product that is either excessively old or in a deteriorated condition. Cease all work until the product’s age or quality is determined. 208.04 Stabilization. Remove or stabilize rock along the cut face that is loose, hanging, or creates a potentially dangerous situation during or upon the completion of the excavation in each lift. Do not drill the next lift until this work is performed. 208.05 Blasting Plan Submittal. Submit three copies of the Blasting Plan to the Engineer and one copy of the Blasting Plan to the Office of Construction Administration for review at least 2 weeks before beginning drilling and blasting operations, or at any time the drilling and blasting methods change. If the drilling and blasting methods change, submit four copies of the changed sections one week prior to the work. The Blasting Plan shall include, at a minimum, the following: A. General details of the drilling and blasting patterns and controls proposed to use for both the controlled and production blasting. B. Station limits of proposed shots. Critical distances to structures. Place the pre-blast survey limits detailed in 208.14 on the Right-of-Way or plan view sheets. C. One plan and section view per main excavation cut of the proposed typical range of drill patterns including a range of free face, burden, blast hole spacing, blast hole diameters, blast hole angles, lift heights, and subdrill depths.
- Page 77 and 78: 71 109.05 currently on the Project
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- Page 87 and 88: 81 109.12 complete. Final Inspectio
- Page 89 and 90: 200 EARTHWORK ITEM 201 CLEARING AND
- Page 91 and 92: 202.01 Description 202.02 General C
- Page 93 and 94: 87 202.04 Where alteration of an ex
- Page 95 and 96: 89 202.08 ground surface. Break up
- Page 97 and 98: 91 202.14 removal or excavation, an
- Page 99 and 100: 93 203.03 F. Excavation. The excava
- Page 101 and 102: 95 203.04 c. Perform the tests on e
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- Page 105 and 106: 99 203.07 6. Construct the other em
- Page 107 and 108: 101 203.09 the bottom of the ditch,
- Page 109 and 110: 103 203.10 If during excavation the
- Page 111 and 112: 105 204.03 Furnish geotextile fabri
- Page 113 and 114: 107 204.07 Operate equipment at a s
- Page 115 and 116: ITEM 205 CHEMICALLY STABILIZED EMBA
- Page 117 and 118: 111 205.06 205.06 Method of Measure
- Page 119 and 120: 206.05 1. Cement or Lime Kiln Dust.
- Page 121 and 122: 115 206.06 Cover the completed chem
- Page 123 and 124: 117 207.03 with construction seed a
- Page 125 and 126: 119 207.04 advance of needing them.
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- Page 131 and 132: 125 208.07 E. Maintain a stemming d
- Page 133 and 134: 208.09 During the 5-minute delay, t
- Page 135 and 136: 129 208.10 S. Use the same diameter
- Page 137 and 138: 131 208.14 208.14 Pre-Blast Conditi
- Page 139 and 140: 133 208.17 B. The airblast and nois
- Page 141 and 142: 135 208.21 B. Report of Loss. If a
- Page 143 and 144: 137 209.01 209.01 Description. This
- Page 145 and 146: 250 PAVEMENT REPAIRS ITEM 251 PARTI
- Page 147 and 148: 141 252.05 If the Contract does not
- Page 149 and 150: Item Unit Description 253 Square Ya
- Page 151 and 152: 255.10 Basis of Payment 145 255.01
- Page 153 and 154: 147 255.07 Apply the liquid membran
- Page 155 and 156: 149 256.03 256.03 Equipment. Use a
- Page 157 and 158: 151 256.10 irrespective of the dept
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- Page 161 and 162: 155 258.03 the 1/2 -inch (12.5 mm)
- Page 163 and 164: 300 BASES ITEM 301 ASPHALT CONCRETE
- Page 165 and 166: 159 302.02 The Contractor may use r
- Page 167 and 168: 161 304.03 304.03 Before Spreading.
- Page 169 and 170: 163 304.08 Where variable depth is
- Page 171 and 172: 165 320.04 If using a resonant freq
- Page 173 and 174: 167 321.04 quality by cracking at l
- Page 175 and 176: 169 401.02 401.02 Mix Design and Qu
- Page 177 and 178: Asphalt Mix Application Heavy Traff
208.01<br />
207 Cubic Yard Sediment Removal<br />
(Cubic Meter)<br />
207 Foot (Meter) <strong>Construction</strong> Fence<br />
ITEM 208 ROCK BLASTING<br />
208.01 Description<br />
208.02 Regulations on the Use <strong>of</strong> Explosives<br />
208.03 Product <strong>Specifications</strong><br />
208.04 Stabilization<br />
208.05 Blasting Plan Submittal<br />
208.06 Production Holes<br />
208.07 Blasting Test Sections<br />
208.08 Safety Procedures<br />
208.09 Presplitting<br />
208.10 Cushion (Trim) Blasting<br />
208.11 Sliver Cuts<br />
208.12 Blaster<br />
208.13 Blasting Consultant<br />
208.14 Pre-Blast Condition Survey<br />
208.15 Vibration Control <strong>and</strong> Monitoring<br />
208.16 Airblast <strong>and</strong> Noise Control<br />
208.17 Hydrologist<br />
208.18 Flyrock Control<br />
208.19 Public Meetings<br />
208.20 Record Keeping<br />
208.21 Method <strong>of</strong> Measurement<br />
208.22 Basis <strong>of</strong> Payment<br />
208.01 Description. This work consists <strong>of</strong> using production <strong>and</strong> controlled<br />
blasting techniques to fracture rock or shale <strong>and</strong> to construct stable final rock cut<br />
faces.<br />
Controlled blasting refers to the controlled use <strong>of</strong> explosives <strong>and</strong> blasting<br />
accessories in carefully spaced <strong>and</strong> aligned drill holes to produce a free surface or<br />
shear plane in the rock along the specified excavation backslopes. Controlled<br />
blasting techniques include presplitting, cushion (trim) blasting, <strong>and</strong> sliver cut<br />
blasting.<br />
If the designed cut slope is steeper than 1:1 <strong>and</strong> deeper than 5 feet (1.5 m), use<br />
controlled blasting techniques, even if the main excavation is ripped or excavated.<br />
In rare instances, the <strong>Department</strong> will specify presplitting for 1 to 1 slopes. For all<br />
slopes that do not require controlled blasting techniques, rake, excavate, hoe ram,<br />
or mechanically shape these slopes to obtain a neat <strong>and</strong> smooth appearance.<br />
Production blasting refers to the rock fragmentation blasts resulting from more<br />
widely spaced production holes drilled throughout the main excavation area<br />
adjacent to the controlled blast line. Detonate production holes in a controlled<br />
delay sequence.<br />
122