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PAGE 22 — C-30HD — PARTS & OPERATION MANUAL — REV. #4 (03/06/01)
CONCRETE MIX INFORMATION
Consolidated Rock Products Co., Division of Tests
3/8” Pea Gravel STANDARD PUMP MIXES (one-half inch minus)
NOTE: All weights shown are one cubic yard with S.S.D. aggregates.
CRP Mix Number 6004 .......................... 6005 .............................6006 .......................... 6007
Design Slump (in.) 6” (15 cm) ............. 6” (15 cm) .................6” (15 cm) ............. 6” (15 cm)
Cement, SACK. 7.0 ................................ 7.0 ...................................... 7.0 ................................ 7.0
Cement, Lbs. 658 (298 kg) ............ 658 (298 kg) ................658 (298 kg) ............ 658 (298 kg)
w/Con Sand (1 lb.) 2031 (920 kg) ............ 2982 (943 kg) ................1879 (851 kg) ............ 1943 (880 kg)
Gravel #4(9.51 mm) 677 (307 kg) ............ 693 (314 kg) ................806 (365 kg) ............ 832 (377 kg)
TOTAL AGGREGATE 2708 (1227 kg) .......... 2775 (1257 kg) .............2685 (1216 kg) .......... 2775 (1257 kg)
ADMIXTURE
Pozzolight 311-1 lb. 1.4 (.63 kg) ............. 1.4 (.63 kg) .................1.4 (.63 kg) ............. —
Water, Design (gals.) 50.0 (189 liters) ......... 53.0 (200 liters) ............50.0 (189 liters) ......... 53.9 (200 liters)
Mater, Max. (gals.) 50.0 (189 liters) ......... 53.0 (200 liters) ............53.0 (200 liters) ......... 53.0 (200 liters)
NOTE: Multiply above kilograms and liters by 1.308 to obtain the proportions for one cubic meter of concrete.
Consolidated Rock Products Co., Division of Tests
3/8” Pea Gravel STANDARD PUMP MIXES (one-half inch minus)
NOTE: All weights shown are one cubic yard with S.S.D. aggregates.
CRP Mix Number 6000 .......................... 6001 .............................6002 .......................... 6003
Design Slump (in.) 6” (15 cm) ............. 6” (15 cm) .................6” (15 cm) ............. 6” (15 cm)
Cement, SACK. 6.5 ................................ 6.5 ...................................... 6.5 ................................ 6.5
Cement. Lbs. 611 (276 kg) ........... 611 (276 kg) ................611 (276 kg) ............ 611 (276 kg)
w/Con Sand (1.1 lb.) 2062 (934 kg) ........... 2112 (957 kg) ................ 1924 (872 kg) ............ 1971 (893 kg)
Gravel #4 (9.51mm) 687 (311 kg) ........... 704 (319 kg) ................825 (374 kg) ............ 845 (383 kg)
TOTAL AGGREGATE 2749 (1245 kg) .......... 2816 (1276 kg) .............2749 (1245 kg) .......... 2816 (1276 kg)
ADMIXTURE
Pozzolight 311-1.3lb. 1.3 (.59 kg) ............. 1.3 (.59) ......................—
Water, Design (gals.) 50.0 (189 liters) ......... 53.0 (200 liters) ............50.0 (189 liters) ......... 53.9 (200 liters)
Mater, Max. (gals.) 50.0 (189 liters) ......... 53.0 (200 liters) ............53.0 (200 liters) ......... 53.0 (200 liters)
NOTE: Multiply above kilograms and liters by 1.308 to obtain the proportions for one cubic meter of concrete.