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Concrete
Pour Rate |
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| Maximum
Concrete Pressure |
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664lbs/Sq Ft |
| Temperature | 70oF | |
| Maximum Pour Rate | 4 Ft/hour | |
| Design Safety Factor | 1.5 | |
Suggested Pump
Mix Design for 2 1/2” Hose |
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| 3/8” Gravel | |
1380 |
| Fine Sand: | 1680 | |
| Portland Cement: | 700 | |
| Water: | 30 | |
| Aer: | 6% | |
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| Test Values |
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Average Ultimate |
| Tension | 42.5 lbs/in2 | |
| Shear | 29.3 lbs/in2 | |
| Flexural | 59.3 lbs/in2 | |
| Compression | 28.7 lbs/in2 | |
| Form Ties | 3160 lbs/in2 | |
| Horizontal Tie Spacing | 8” o.c. | |
| Vertical Tie Spacing | 12’ o.c. | |
| Steel Bracing/Strongbacks Rec Spacing - One Side Only |
8’ o.c. Max | |
| Steel Waler Rec Spacing - One Side Only |
4’ o.c. or as required |
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| Note: The Design permits
an upper limit of 10% compressio0n deformation at full design load. Note: Waler & Strongbacks are for straightness and alignment. The wall system is self contained and additional form ties are not required |
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