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[DOC File]SECTION 02541
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CONSULT PRECAST CONCRETE MANUFACTURER'S CATALOG TO DETERMINE TANK DIMENSIONS AND DOSAGE VOLUMES. DELETE UNDERLINES BEFORE ENTERING INFORMATION. A. The tank and siphon shall provide a maximum _____ gallon dose per discharge. 1. Reduce dosage to _____ gallons by placing _____ - 6 x 8 x 18 inch solid concrete masonry units …
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[DOC File]SECTION 02634 .gov
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Jul 08, 2009 · 3. Allow the concrete pipe to become saturated for a period of 72 hours prior to measuring leakage. B. Maximum Allowable Leakage or Infiltration: 1. Concrete Pipe: 35 gallons per 24 hours per inch of pipe diameter per 1000 feet of sanitary sewer being tested; 50 gallons per 24 hours per inch of pipe diameter per 1000 feet of storm sewer being ...
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[DOC File]SECTION XXXXX - American Concrete Products
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A. Pipe shall have a minimum wall thickness per ASTM C-76. B. Pipe shall be round and true and shall have smooth and dense finished surfaces. The internal diameter of any portion of each piece of pipe shall not vary more than ±1% but in no case shall exceed 3/8 inch from the nominal diameter.
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[DOCX File]33 40 00 - Veterans Affairs
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8 inch (203 mm) inside width and 13-3/4 inch (350 mm) deep, rounded bottom, with level invert and with outlets in quantities, sizes, and locations indicated.
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[DOCX File]SECTION 05 50 00, METAL FABRICATIONS
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a.Where metal fabrications are shown to be preset in concrete, weld 32 x 3 mm (1-1/4 by 1/8 inch) steel strap anchors, 150 mm (6 inches) long with 25 mm (one inch) hooked end, to back of member at 600 mm (2 feet) on center, unless otherwise shown.
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[DOCX File]Specification: Soldier Pile and Lagging Wall Design
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Nov 27, 2019 · To permit drainage, provide 1/4 to 1/2-inch spaces between lagging boards using 3/8-inch thick spacer blocks or other means acceptable to the Engineer. Place the lagging boards between the flanges of the soldier piles and bearing against the flanges on the exposed side of the wall so that the soldier pile flange overlaps the end of the lagging ...
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[DOC File]Specification For Segmental Retaining Wall System
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D. SRW unit dimensions shall not differ more than ±1/8 inch, except for height, which shall not differ more than ±1/16 inch, as measured in accordance with ASTM C140. E. Retaining wall units shall be interlocked by means of integral concrete lugs or other mechanical connection.
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Subsurface Drain Specifications
ASTM-C-7001 Clay pipe, testing ASTM-C-3011 Concrete Concrete drain tile ASTM-C-41 Concrete pipe for irrigation or drainage ASTM-C-1181 Concrete pipe or tile, determining physical properties of ... (90 degree “V” suitable for 3-8 in. only) and shall be of such dimensions that the bottom quarter of the pipe is below the contact points of the ...
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[DOC File]SECTION 334100 - STORM UTILITY DRAINAGE PIPING
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Cut pipe so that it does not extend more than 2” into the manhole and patch water tight inside and outside of pipe insert location. Grade Rings: 2-inch reinforced concrete rings or ASTM C 55 grade N-I concrete bricks, 2-inch minimum and 6-inch maximum height, with …
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[DOC File]SPECIFICATION FOR SEGMENTAL RETAINING WALL SYSTEMS
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O. SRW units’ molded dimensions shall not differ more than + 1/8 inch from that specified, as measured in accordance with ASTM C 140. This tolerance does not apply to architectural surfaces, such as split-faces. 2.02 Segmental Retaining Wall Unit Connection Pins. A. SRW units shall be interlocked with VERSA-TUFF® connection pins.
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8 inch concrete pipe dimensions