2010 Construction and Material Specifications - Ohio Department of ...
2010 Construction and Material Specifications - Ohio Department of ... 2010 Construction and Material Specifications - Ohio Department of ...
703.�� Furnish Size No. 1 or 2 from Table 703.01-1, or according to the following gradation for crushed aggregate slope protection: Sieve Size Total Percent Passing 4 inch (100 mm) 100 3 1/2 inch(90 mm) 90 to 100 2 1/2 inch(63 mm) 25 to 90 1 1/2 inch(37.5 mm) 0 to 25 3/4 inch (19.0 mm) 0 to 10 For a filter for rock channel protection, use Size No. 3 or 4 from Table 703.01-1. Physical properties. Percent of wear, Los Angeles Test, maximum (CCS or gravel) Loss, sodium sulfate soundness test, maximum (except for RPCC) Percent by weight of fractured pieces minimum (CCS or gravel) Loss for RPCC, AASHTO T 103 Soundness of Aggregates by Freezing and Thawing [1] Use Method C using 25 cycles. 688 50 % 15 % 90 % 20 % [1] B. Dumped Rock Fill and Rock Channel Protection. Furnish gravel, broken recycled portland cement concrete (RPCC), broken sandstone, broken siltstone, and broken limestone for dumped rock fill and rock channel protection. Furnish sandstone, siltstone, and limestone that is free of laminations, seams, and fractures, or injury due to blasting. Except for RPCC, test for soundness according to ASTM D 5240. Use materials having a maximum 30 percent single slab loss and a maximum 20 percent cumulative loss. Slab heights and lengths will be a minimum of 8 inches. For RPCC, test for soundness according to AASHTO T 103 as stated in 703.18.A. The Department may waive testing when the stone source has a known durability history. Do not use thin, slab-like pieces, or any pieces having a dimension larger than 36 inches (1 m). Do not use RPCC with reinforcing steel protruding more than 1 inch (25 mm) beyond the outside surface of the concrete pieces. Furnish dumped rock fill and rock channel protection materials consisting of the four material types defined below: 1. Type A material has at least 85 percent of the total material by weight larger than an 18-inch (0.5 m) but less than a 30-inch (0.8 m) square opening and at least 50 percent of the total material by weight larger than a 24-inch (0.6 m) square opening. Furnish material smaller than an 18-inch (0.5 m) square opening that consists predominantly of rock spalls and rock fines, and that is free of soil.
689 704.01 2. Type B material has at least 85 percent of the total material by weight larger than a 12-inch (0.3 m) but less than a 24-inch (0.6 m) square opening and at least 50 percent of the total material by weight larger than an 18-inch (0.5 m) square opening. Furnish material smaller than a 12-inch (0.3 m) square opening that consists predominantly of rock spalls and rock fines, and that is free of soil. 3. Type C material has at least 85 percent of the total material by weight larger than a 6-inch (150 mm) but less than an 18-inch (0.5 m) square opening and at least 50 percent of the total material by weight larger than a 12-inch (0.3 m) square opening. Furnish material smaller than a 6-inch (150 mm) square opening that consists predominantly of rock spalls and rock fines, and that is free of soil. 4. Type D material has at least 85 percent of the total material by weight larger than a 3-inch (75 mm) but less than a 12-inch (0.3 m) square opening and at least 50 percent of the total material by weight larger than a 6-inch (150 mm) square opening. Furnish material smaller than a 3-inch (75 mm) square opening that consists predominantly of rock spalls and rock fines, and that is free of soil. 704 MASONRY UNITS 704.01 Clay or Shale Brick. Furnish clay or shale brick conforming to ASTM C 32, with the following modifications: 4.1 Furnish bricks of such size and shape as to allow their incorporation in the structure in conformance with the specified dimensions of the structure. 6.1 Furnish materials according to the Department’s Qualified Products List (QPL). 704.02 Concrete Brick. Furnish concrete brick according to ASTM C 55, with the following modifications: 4.1.1 and 4.1.2 Use cement conforming to 701 Portland Cement. 4.2 Use aggregate that conforms to the quality requirements of 703.02. 8.1 Furnish materials according to the Department’s Qualified Products List (QPL). 8.2 Sample and test the brick according to ASTM C 140. Furnish bricks of such size and shape as to allow their incorporation in the structure in conformance with the specified dimensions of the structure. Furnish bricks that have a rectangular cross-section with square corners. Ensure that the ends, edges, and one face are plain surfaces. 704.03 Concrete Masonry Blocks. Furnish concrete masonry blocks conforming to ASTM C 139, with the following modification: 4.1.1 and 4.1.2 Use cement conforming to 701 Portland Cement. 7.1 Furnish materials according to the Department’s Qualified Products List (QPL). 7.2 Furnish blocks of such size and shape as to allow their incorporation in the structure in conformance with the specified dimensions of the structure.
- Page 643 and 644: 637 700.00 Spec No. Material Materi
- Page 645 and 646: 639 700.00 Spec No. Material Materi
- Page 647 and 648: 641 700.00 Spec No. Material Materi
- Page 649 and 650: 643 700.00 Spec No. Material Materi
- Page 651 and 652: 645 700.00 Spec No. Material Materi
- Page 653 and 654: 647 700.00 Spec No. Material Materi
- Page 655 and 656: 649 700.00 Spec No. Material Materi
- Page 657 and 658: 651 700.00 Spec No. Material Materi
- Page 659 and 660: 653 700.00 Spec No. Material Materi
- Page 661 and 662: 655 700.00 Spec No. Material Materi
- Page 663 and 664: 657 700.00 Spec No. Material Materi
- Page 665 and 666: 702 ASPHALT MATERIAL 702.00 Accepta
- Page 667 and 668: 661 702.01 the asphalt concrete mix
- Page 669 and 670: 663 702.06 702.06 Asphalt for Water
- Page 671 and 672: Penetration @ 77 °F (25 °C)., 100
- Page 673 and 674: Length, ...........................
- Page 675 and 676: Sodium sulfate soundness test, 5 cy
- Page 677 and 678: 671 703.01
- Page 679 and 680: 2. Physical properties. Percent of
- Page 681 and 682: Deleterious substances shall not ex
- Page 683 and 684: 703.07 Mineral Filler. 677 703.07 A
- Page 685 and 686: B. Structural Backfill Type 2. 679
- Page 687 and 688: 681 703.14 moisture. Ensure that th
- Page 689 and 690: 683 703.1� 2. When using BOF or E
- Page 691 and 692: A. Furnish CCS, crushed gravel, cru
- Page 693: Furnish materials for Item 617 acco
- Page 697 and 698: 691 705.10 Furnish materials accord
- Page 699 and 700: Test Description Bond Strength (dry
- Page 701 and 702: 1. Ensure that the material meets t
- Page 703 and 704: 697 705.24 Furnish the test data, a
- Page 705 and 706: 3. 1 Pint non-absorbent container 4
- Page 707 and 708: 6.3 Provide aggregate conforming to
- Page 709 and 710: Illustrative Example of S-Stirrup S
- Page 711 and 712: 705 706.02 2. When it has been esta
- Page 713 and 714: 0.3 mm Crack D-Load 65.0 Ultimate S
- Page 715 and 716: 0.01-inch Crack D-Load 3000 Ultimat
- Page 717 and 718: 711 706.03 with elliptical reinforc
- Page 719 and 720: 706.05 class. Ensure that the marki
- Page 721 and 722: 706.05 1. All structural design acc
- Page 723 and 724: 717 706.05 handling strengths, then
- Page 725 and 726: 719 706.05 The manufacturer may be
- Page 727 and 728: 721 706.05 The spacing center-to-ce
- Page 729 and 730: 723 706.06 12.0 Make repairs accord
- Page 731 and 732: 725 706.12 Furnish materials accord
- Page 733 and 734: 727 707.01 8.1.2. Ensure that the m
- Page 735 and 736: 729 707.02 annular corrugation that
- Page 737 and 738: 731 707.10 707.10 Square and Rectan
- Page 739 and 740: 733 707.13 9.3 A bell and spigot jo
- Page 741 and 742: 197M. Pipe Pipe-Arch Diameter Wall
- Page 743 and 744: 737 707.25 7.5.1 Reroll the ends of
689<br />
704.01<br />
2. Type B material has at least 85 percent <strong>of</strong> the total material by weight<br />
larger than a 12-inch (0.3 m) but less than a 24-inch (0.6 m) square opening <strong>and</strong> at<br />
least 50 percent <strong>of</strong> the total material by weight larger than an 18-inch (0.5 m)<br />
square opening. Furnish material smaller than a 12-inch (0.3 m) square opening<br />
that consists predominantly <strong>of</strong> rock spalls <strong>and</strong> rock fines, <strong>and</strong> that is free <strong>of</strong> soil.<br />
3. Type C material has at least 85 percent <strong>of</strong> the total material by weight<br />
larger than a 6-inch (150 mm) but less than an 18-inch (0.5 m) square opening <strong>and</strong><br />
at least 50 percent <strong>of</strong> the total material by weight larger than a 12-inch (0.3 m)<br />
square opening. Furnish material smaller than a 6-inch (150 mm) square opening<br />
that consists predominantly <strong>of</strong> rock spalls <strong>and</strong> rock fines, <strong>and</strong> that is free <strong>of</strong> soil.<br />
4. Type D material has at least 85 percent <strong>of</strong> the total material by weight<br />
larger than a 3-inch (75 mm) but less than a 12-inch (0.3 m) square opening <strong>and</strong> at<br />
least 50 percent <strong>of</strong> the total material by weight larger than a 6-inch (150 mm)<br />
square opening. Furnish material smaller than a 3-inch (75 mm) square opening<br />
that consists predominantly <strong>of</strong> rock spalls <strong>and</strong> rock fines, <strong>and</strong> that is free <strong>of</strong> soil.<br />
704 MASONRY UNITS<br />
704.01 Clay or Shale Brick. Furnish clay or shale brick conforming to ASTM<br />
C 32, with the following modifications:<br />
4.1 Furnish bricks <strong>of</strong> such size <strong>and</strong> shape as to allow their incorporation in<br />
the structure in conformance with the specified dimensions <strong>of</strong> the structure.<br />
6.1 Furnish materials according to the <strong>Department</strong>’s Qualified Products List<br />
(QPL).<br />
704.02 Concrete Brick. Furnish concrete brick according to ASTM C 55,<br />
with the following modifications:<br />
4.1.1 <strong>and</strong> 4.1.2 Use cement conforming to 701 Portl<strong>and</strong> Cement.<br />
4.2 Use aggregate that conforms to the quality requirements <strong>of</strong> 703.02.<br />
8.1 Furnish materials according to the <strong>Department</strong>’s Qualified Products List<br />
(QPL).<br />
8.2 Sample <strong>and</strong> test the brick according to ASTM C 140. Furnish bricks <strong>of</strong><br />
such size <strong>and</strong> shape as to allow their incorporation in the structure in conformance<br />
with the specified dimensions <strong>of</strong> the structure. Furnish bricks that have a<br />
rectangular cross-section with square corners. Ensure that the ends, edges, <strong>and</strong> one<br />
face are plain surfaces.<br />
704.03 Concrete Masonry Blocks. Furnish concrete masonry blocks<br />
conforming to ASTM C 139, with the following modification:<br />
4.1.1 <strong>and</strong> 4.1.2 Use cement conforming to 701 Portl<strong>and</strong> Cement.<br />
7.1 Furnish materials according to the <strong>Department</strong>’s Qualified Products List<br />
(QPL).<br />
7.2 Furnish blocks <strong>of</strong> such size <strong>and</strong> shape as to allow their incorporation in<br />
the structure in conformance with the specified dimensions <strong>of</strong> the structure.
Change language