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        Standard Specification for Concrete Grid Paving Units
          Automaticky preložený názov:
          Štandardné špecifikácie pre betónové dlažobné prvky Grid        
      
NORMA vydaná dňa 15.12.2011
    
        Označenie normy: ASTM C1319-11
                
                
                
                Poznámka:    NEPLATNÁ
               
                Dátum vydania normy:  15.12.2011
                  Kód tovaru:  NS-10661
          Počet strán: 3
Približná hmotnosť: 9 g (0.02 libier)
        Krajina:          Americká technická norma
        Kategória: Technické normy ASTM
        
                
              
Keywords:
concrete grid paving units, revetments, soil stabilization, vehicular trafficways , Vehicular trafficways, Concrete pavements--specifications, Parking structures, Pavement surfaces--specifications, Revetments, Soil stabilization, ICS Number Code 91.100.30 (Concrete and concrete products)
| 1. Scope | ||||||||||||||||||||||
| 1.1 This specification covers the requirements for concrete grid paving units for vehicular trafficways, parking areas, soil stabilization, and revetments. Maximum dimensions are 24 long by 24 in. wide (610 by 610 mm), with a minimum nominal thickness of 31/8 in. (80 mm). Note 1—When particular features are desired, such as weight classification, higher compressive strength, surface texture, finish, color, or other special features, such properties should be specified separately by the purchaser. However, local sellers should be consulted as to availability of units having the desired features. 1.2 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard. 1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. | ||||||||||||||||||||||
| 2. Referenced Documents | ||||||||||||||||||||||
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