2010 Construction and Material Specifications - Ohio Department of ...
2010 Construction and Material Specifications - Ohio Department of ... 2010 Construction and Material Specifications - Ohio Department of ...
605.01 605.01 Description. This work consists of constructing unclassified pipe underdrains, shallow pipe underdrains, deep pipe underdrains, base pipe underdrains, or rock cut underdrains with or without a filter fabric, construction underdrains, prefabricated edge underdrains and aggregate drains. Use removed or excavated materials in the Work when the material conforms to the specifications; if not, then recycle or dispose of the material according to 105.16 and 105.17. 605.02 Materials. Concrete, Class C ........................................... 499 and 511 Reinforcing steel .................................................... 509.02 Filter fabric, Type A ............................................... 712.09 Backfill unclassified pipe underdrains, shallow pipe underdrains, deep pipe underdrains, base pipe underdrains, or rock cut underdrains with or without a filter fabric, construction underdrains and aggregate drains with granular material consisting of No. 8, 9, or 89 size air-cooled blast furnace slag, limestone, or gravel. Use granular material with a maximum sodium sulfate soundness loss of 15 percent. Backfill prefabricated edge underdrains with granular material consisting of No. 8 size air-cooled blast furnace slag, limestone, or gravel. Use granular material with a maximum sodium sulfate soundness loss of 15 percent. For 605.02.A through 605.02.B, use the pipe of the same size and kind listed in the Proposal. If the kind of pipe is not specifically itemized in the Proposal, use types as listed below. A. Pipe for 605 Rock Cut Underdrains. Corrugated polyethylene drainage tubing (perforated) ........................................................ 707.31 Polyvinyl chloride plastic pipe ............................... 707.41 Polyvinyl chloride corrugated smooth interior pipe (perforated per 707.31) ...................................... 707.42 Polyvinyl chloride solid wall pipe (perforated per 707.31) ...................................... 707.45 B. Pipe for 605 Unclassified Pipe Underdrains, Shallow Pipe Underdrains, Deep Pipe Underdrains, Base Pipe Underdrains Perforated concrete pipe ......................................... 706.06 Concrete drain tile, extra quality ............................ 706.07 Perforated vitrified clay pipe .................................. 706.08 Clay drain tile, extra quality ................................... 706.09 Corrugated steel underdrains, Type III ................... 707.01 Corrugated polyethylene drainage tubing, (perforated) ............................. 707.31 Polyvinyl chloride plastic pipe ............................... 707.41 Corrugated aluminum alloy pipe and underdrains, Type III ......................................... 707.21 448
449 605.03 If the size of the underdrains required is a 6-inch (150 mm) shallow pipe underdrain and the kind of pipe material is not specifically itemized, then 4-inch (100 mm) 707.31 perforated corrugated polyethylene drainage tubing may be used. C. Pipe for 605 Construction Underdrains 6 inch (150 mm) Corrugated polyethylene drainage tubing (perforated) ............................................ 707.31 D. Pipe for 605 Prefabricated Edge Underdrains. Use pipe conforming to 712.10. 605.03 Pipe Underdrains Construction. Construct underdrains as follows: A. Excavation. Excavate trenches to such dimensions allowing ample room for construction. Construct the trench width to at least 14 inches (350 mm) for 6-inch (150 mm) diameter underdrains, and to at least 10 inches (250 mm) for 4-inch (100 mm) diameter underdrains. Excavate the trench walls as vertical as possible, and excavate bell holes to allow proper placing of the underdrain. Remove obstructions encountered while excavating for the underdrains. Excavate trenches measured vertically from the subgrade to the bottom of the trench at a depth of 18 inches (450 mm) for base pipe underdrains, 30 inches (760 mm) for shallow pipe underdrains, and 50 inches (1270 mm) for deep pipe underdrains unless otherwise specified in the plans. Furnish a depth of 30 inches (760 mm) for construction underdrains unless otherwise specified in the plans. Excavate trenches for unclassified pipe underdrains to the depth specified in the plans. Excavate trenches to a depth of 6 inches (150 mm) below the rock, shale or coal depth required in 204.05 for Rock Cut underdrains unless otherwise specified in the plans. If underdrains are to be placed within or beneath an embankment, construct the embankment to the elevation of the top of the subgrade before trenching for the underdrain. If filter fabric is specified, line the underdrain trench with filter fabric. Place the filter fabric to completely surround the granular material. Overlap the filter fabric at the top of the trench. Match the overlap to the trench width. At other seams, overlap filter fabric a minimum of 12 inches (0.3 m). B. Laying Underdrain. Lay the underdrain true to line and grade with close fitting joints. Place the underdrain in the center of the trench . Use locking bands or smooth sleeve type couplers matching the underdrain material type to join 707.01, 707.31, 707.41, and 707.21. When bell and spigot underdrain is used, lay it with the bell end facing up grade. Set the underdrain on a solid bed shaped to fit the underdrain throughout its entire length. Make all necessary connections with branches, wyes, tees, transitions, and bends that match the underdrain material type. Close the upper ends of underdrains with suitable plugs.
- Page 403 and 404: 397 516.09 feet (meters) horizontal
- Page 405 and 406: Scuppers, structural steel and cast
- Page 407 and 408: 401 518.10 518.10 Basis of Payment.
- Page 409 and 410: 519.08 columns, the Department will
- Page 411 and 412: 405 520.05 and two times the weight
- Page 413 and 414: 407 520.11 520.11 Inspection and Te
- Page 415 and 416: Concrete footings will be paid for
- Page 417 and 418: 411 524.02 plan requirements, with
- Page 419 and 420: 413 524.05 groundwater must be cont
- Page 421 and 422: 415 524.08 Determine density, visco
- Page 423 and 424: 417 524.13 parts, do not allow thes
- Page 425 and 426: ITEM 526 APPROACH SLABS 526.01 Desc
- Page 427 and 428: 600 INCIDENTALS ITEM 601 SLOPE AND
- Page 429 and 430: 423 601.05 Stretchers are bags plac
- Page 431 and 432: 425 601.12 mm) wide at the surface;
- Page 433 and 434: 427 602.03 602.03 Construction Requ
- Page 435 and 436: Soil and granular embankment ......
- Page 437 and 438: paved invert ......................
- Page 439 and 440: Polyvinyl chloride sanitary pipe ..
- Page 441 and 442: 435 603.05 place with approval from
- Page 443 and 444: 437 603.08 cut end at an interior j
- Page 445 and 446: 439 603.09 c. If resilient and flex
- Page 447 and 448: 441 603.11 1. In a cut situation, p
- Page 449 and 450: 603 Foot (Meter) ___" (___ mm) Cond
- Page 451 and 452: 604.02 Use removed or excavated mat
- Page 453: 447 604.07 mm). Ensure that the str
- Page 457 and 458: 605.07 Construct the underdrains ou
- Page 459 and 460: 453 606.04 Space Type 5A guardrail
- Page 461 and 462: 607.05 Horizontal Deflection 607.06
- Page 463 and 464: 457 607.10 607.10 Basis of Payment.
- Page 465 and 466: 608.09 The Department will measure
- Page 467 and 468: 461 609.04 portions of adjacent sec
- Page 469 and 470: 463 609.07 Where medians and traffi
- Page 471 and 472: 465 610.04 Use metal sheets with a
- Page 473 and 474: 467 610.09 610.09 Basis of Payment.
- Page 475 and 476: 469 613.06 The Contractor may use f
- Page 477 and 478: 614.03 B. When the highway under co
- Page 479 and 480: 473 614.06 614.055 Surface Conditio
- Page 481 and 482: 475 614.11 A. Acceptability and Exp
- Page 483 and 484: 614.11 Apply Class I work zone mark
- Page 485 and 486: 479 614.11 passing zone and places
- Page 487 and 488: 481 614.12 approximately 4 inches (
- Page 489 and 490: Line Type Normal Spacing Feet (Mete
- Page 491 and 492: B. Work zone signal, pole, or contr
- Page 493 and 494: 615.05 specified in Item 606, excep
- Page 495 and 496: 489 616.01 616.01 Description. This
- Page 497 and 498: TABLE 617.06-1 Material Conversion
- Page 499 and 500: 493 619.02 Furnish neat, sanitary,
- Page 501 and 502: 495 620.03 620.03 Layout. Lay out a
- Page 503 and 504: 497 621.05 When a casting is insert
605.01<br />
605.01 Description. This work consists <strong>of</strong> constructing unclassified pipe<br />
underdrains, shallow pipe underdrains, deep pipe underdrains, base pipe<br />
underdrains, or rock cut underdrains with or without a filter fabric, construction<br />
underdrains, prefabricated edge underdrains <strong>and</strong> aggregate drains.<br />
Use removed or excavated materials in the Work when the material conforms to<br />
the specifications; if not, then recycle or dispose <strong>of</strong> the material according to<br />
105.16 <strong>and</strong> 105.17.<br />
605.02 <strong>Material</strong>s.<br />
Concrete, Class C ........................................... 499 <strong>and</strong> 511<br />
Reinforcing steel .................................................... 509.02<br />
Filter fabric, Type A ............................................... 712.09<br />
Backfill unclassified pipe underdrains, shallow pipe underdrains, deep pipe<br />
underdrains, base pipe underdrains, or rock cut underdrains with or without a filter<br />
fabric, construction underdrains <strong>and</strong> aggregate drains with granular material<br />
consisting <strong>of</strong> No. 8, 9, or 89 size air-cooled blast furnace slag, limestone, or gravel.<br />
Use granular material with a maximum sodium sulfate soundness loss <strong>of</strong> 15<br />
percent.<br />
Backfill prefabricated edge underdrains with granular material consisting <strong>of</strong> No.<br />
8 size air-cooled blast furnace slag, limestone, or gravel. Use granular material<br />
with a maximum sodium sulfate soundness loss <strong>of</strong> 15 percent.<br />
For 605.02.A through 605.02.B, use the pipe <strong>of</strong> the same size <strong>and</strong> kind listed in<br />
the Proposal. If the kind <strong>of</strong> pipe is not specifically itemized in the Proposal, use<br />
types as listed below.<br />
A. Pipe for 605 Rock Cut Underdrains.<br />
Corrugated polyethylene drainage tubing<br />
(perforated) ........................................................ 707.31<br />
Polyvinyl chloride plastic pipe ............................... 707.41<br />
Polyvinyl chloride corrugated<br />
smooth interior pipe<br />
(perforated per 707.31) ...................................... 707.42<br />
Polyvinyl chloride solid wall pipe<br />
(perforated per 707.31) ...................................... 707.45<br />
B. Pipe for 605 Unclassified Pipe Underdrains, Shallow Pipe Underdrains,<br />
Deep Pipe Underdrains, Base Pipe Underdrains<br />
Perforated concrete pipe ......................................... 706.06<br />
Concrete drain tile, extra quality ............................ 706.07<br />
Perforated vitrified clay pipe .................................. 706.08<br />
Clay drain tile, extra quality ................................... 706.09<br />
Corrugated steel underdrains, Type III ................... 707.01<br />
Corrugated polyethylene<br />
drainage tubing, (perforated) ............................. 707.31<br />
Polyvinyl chloride plastic pipe ............................... 707.41<br />
Corrugated aluminum alloy pipe <strong>and</strong><br />
underdrains, Type III ......................................... 707.21<br />
448
Change language