Specifications for Structural Concrete
architectural concrete—concrete that is exposed as an interior or exterior surface in the completed structure and is designated as architectural concrete in the Contract Documents; contributes to visual character of the completed structure and therefore requires special care in the selection of the concrete
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207.1R-05 Guide to Mass Concrete - DNS Cache
dl.mycivil.irGUIDE TO MASS CONCRETE 207.1R-3 was, at most, a few hundred cu bic yards (cubic meters) a day. Generally, there was no attempt to moist cure. An exception to these general practices was the Lower
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304R-00 Guide for Measuring, Mixing, Transporting, and ...
dl.mycivil.irChapter 2—Cont rol, handling, and storage of materials, p. 304R-3 2.1—General considerations 2.2—Aggregates 2.3—Cement 2.4—Ground slag and pozzolans 2.5—Admixtures Guide for Measuring, Mixing, Transporting, and Placing Concrete Reported by ACI Committee 304 ACI 304R-00 Neil R. Guptill Chairman David J. Akers John C. King Kenneth L ...
315-99 Details and Detailing of Concrete Reinforcement
dl.mycivil.irImage Management (formerly the National Microfilm Asso- ... be shown, if so required by the design. 1.3.3 Columns— Column designs shall show the size of col- ... fabric must show the mark, style, width, length, and number of pieces. Reinforcing steel for larger structures is …
302.1R-04 Guide for Concrete Floor and Slab Construction
dl.mycivil.irCONCRETE FLOOR AND SLAB CONSTRUCTION 302.1R-3 The design of slabs-on-ground should conform to the recommendations of ACI 360R. Refer to ACI 223 for procedures for the design and construction of shrinkage-compensating concrete slabs-on-ground. The design of suspended floors should conform to requirements of ACI 318 and ACI 421.1R.
228.1R-03 In-Place Methods to Estimate Concrete Strength
dl.mycivil.irIn-Place Methods to Estimate Concrete Strength ACI 228.1R-03 Guidance is provided on the use of methods to estimate the in-place strength of concrete in new and existing construction. The methods include: rebound number, penetration resistance, pullout, break-off, ultrasonic pulse velocity, maturity, and cast-in-place cylinders.
117-10 Specification for Tolerances for Concrete ...
dl.mycivil.ir14.6—Concrete slump Section 15—Tilt-up concrete, p. 117-69 15.1—Panel forming 15.2—Deviation from plumb 15.3—Deviation from elevation 15.4—Deviation from location 15.5—Deviation from slope or plane 15.6—Deviation from relative widths Notes to Specifier, p. 117-73 General notes Foreword to checklists, p. 117-75
Guide to Evaluation of Strength Test Results of Concrete
dl.mycivil.ir2 = sample batch-to-batch standard deviation, also termed s producer V = coefficient of variation V 1 = within-batch coefficient of variation X = average of strength test results, also called the mean X i = a strength test result z = constant multiplier for standard deviation s that depends on number of tests expected to fall below f c ...
ANSYS Modeling and Meshing Guide
dl.mycivil.irANSYS Modeling and Meshing Guide ANSYS Release 9.0 002114 November 2004 ANSYS, Inc. is a UL registered ISO 9001: 2000 Company.
306.1R-90 Standard Specification for Cold Weather Concreting
dl.mycivil.ir3.3 Curing concrete Strength gain may not continue after removal of the protection because of rapid drying in regions where there are periods of cold, dry, windy weather. Therefore, under these conditions, consideration should be given to extending the protection period in order to facilitate moist curing. 3.2.2 Protection temperature
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