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• <br /> MATERIAL & COMPONENT DESIGN CRITERIA: <br /> FOUNDATIONS-REFERENCE GEOTECHNICAL REPORT BY XXXXXX XXXX DATED XX/XX/XX,SEE SITE WORK&BUILDING <br /> EARTHWORK NOTES ON SHEET S0.2. <br /> NET ALLOWABLE SOIL BEARING PRESSURE AFTER SOIL CORRECTIONS=XXXX PSF. <br /> CAST-IN-PLACE CONCRETE- <br /> CONCRETE REINFORCING-BAR(TYPICAL) ASTM A615,GR 60 <br /> CONCRETE REINFORCING-BAR(WELDABLE) ASTM A706,GR 60 <br /> CONCRETE REINFORCING-WELDED WIRE FABRIC ASTM A185(PLAIN),ASTM A497(DEFORMED) <br /> CEMENT- ASTM C150 <br /> AGGREGATE- ASTM C33,ASTM C330 <br /> CONCRETE MIX DESIGN SCHEDULE <br /> CLASS I CLASS II CLASS III CLASS IV <br /> COMPRESSIVE STRENGTH 3000 PSI 3500 PSI 4000 PSI 4500 PSI <br /> (28 DAY) <br /> COARSE AGGREGATE 3/8"MAX 1 1/2"MAX 3/4"MAX 3/4"MAX <br /> -ASTM C33 <br /> FINE AGGREGATE 60%±2 45%±2 45%±2 43%±2 <br /> (%OF TOTAL AGG.) <br /> PORTLAND CEMENT TYPE I TYPE I TYPE I TYPE I <br /> -ASTM C150 <br /> AIR-ENTRAINMENT NA NA NA 6%±1Y2 <br /> (ASTM C260) <br /> PLASTICIZER-ATM C494 AS READ AS READ <br /> (TYPE A) <br /> WATER/CEMENTIOUS ASTM C476 0.62 MAX 0.45 MAX 0.40 MAX <br /> MATL'S RATIO <br /> SLUMP 8"-11" 4" 4" 4" <br /> MAX DRY WEIGHT(pcf) 145 150 150 145 <br /> LOCATION CMU GROUT FOUNDATIONS, INTERIOR EXTERIOR <br /> PIERS,& SLAB ON CONCRETE <br /> FOUNDATION GRADE EXPOSED TO <br /> WALLS EXTERNAL <br /> ENVIRONMENT <br /> CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR EACH CLASS IN ACCORDANCE WITH THE PROCEDURE OUTLINED <br /> IN ACI 301,STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE. DOCUMENTATION SUBMITTED SHALL INCLUDE <br /> THE MIX PROPORTIONS,THE PLANT STANDARD DEVIATION,THE CALCULATED AVERAGE STRENGTH REQUIRED AND <br /> THE AVERAGE STRENGTH BASED ON HISTORICAL DATA OR TRIAL MIX DATA. FOR ADDITIONAL SUBMITTAL <br /> REQUIREMENTS, REFERENCE ACI 301. FOR REQUIREMENTS ON THE USE OF ADMIXTURES AND LIMITS ON THE <br /> WATER/CEMENTITIOUS MATERIALS RATIO FOR DURABILITY,REFERENCE ACI 318, BUILDING CODE REQUIREMENTS FOR <br /> STRUCTURAL CONCRETE. <br />