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ST8805-LR 880718 SOUTHWESTERN LABORAT( IES, INC. ConstructiOn materials testing, analytica/?hemistry and geotechnical engineering P.O. Box 224227 · 2575 Lone Star O .r~v~ · Dallas. Texas 75222 · 214/631-2700 NELSON BROTHERS READY MIX ATTN: BILLY MURPHY 721 EAST MAIN STREET LEWISVILLE TEXAS: 75057 PROJECT NAME: NELSON BROTHERS READY MIX ARCHITECT/ENGINEER: ,JULY 1,_,° 1 .~88 FILE NG.3112500 LAB NO. D-11732 REPORT OF SIEVE ANALYSI',=: AND DELETERIOUS ~LIB,:,TAN[,E:~'~ ~' " ~-' IN COARSE AGGREGATE FOR CGNC:RETE - ASTM C-33 SIZE 57 (1 INCH X NO. 4) SPECIMEN FROM: STOCKF'ILE AT F'LANT SAMPLED BY: T. MCDONALD SIEVE IZE 1-1/2 INCH i INcH 1/2 INCH NO. 4 NO. 8 TGTALS WEIGHT PERCENT C:LIMLILATIVE RETAINED RETAINED PERCENT (GRAMS) 0 0.0 0.0 0 0.0 0.0 11562 79.1 79.1 2833 19.4 98.5 63 0.4 98.9 161 1.1 100.0 14619 10¢}. 0 0.0 PERCENT ASTM REMARKS PASSING C-33 LIMITS 100.0 100 OK 100.0 95/100 OK 20.9 25/60 OUT OF SPEX 1.5 0/10 OK 1.1 0/5 OK 0.0 0.0 REMARKS: 1-1/2" CRUSHED STONE ~OPIES TO: 2LNELSON BRGTHERS READY MIX TS/C3357.BAS/O. 1 YE' dR., P~E. ' / This report is for the exclusive use of the client to whom it is addressed.It apOlies or~y to the samples tested and/or insoected, e~d is not necessanN ,nd~al3Ve of the oualrC~s of ,~enocal or s"rn~lar Droducts ConstructiOn materials testing, analytical chemistry and geotechnical engineering P.O. Box 224227 · 2575 Lone Star Drive · Dallas, Texas 75222 * 2t4/631-2700 NELSON BROTHERS READY MIX ATTN: BILLY MURPHY 721 EAST MAIN STREET LEWISVILLE, TEXAS 75057 PROdECT NAME: NELSON BROTHERS; MIX ARCHITECT/ENGINEER: NA OENERAL CONTRACTOR: NA D E ,:, I U N ,JULY 18 FILE NO. LAB NO. 3112500 D-11732C REPORT OF :SIEVE ANALYSIS AND DELETERI-OUo '~ ~'IoJBoTANCEo~' ' ~' IN FINE AGGREGATE FOR CONCRETE - ASTM C-33 SPECIMEN FROM: STOCKPILE AT PLANT SAMPLED BY: T. MCDONALD SIEVE WEIGHT F'ERCENT CUMULATIVE PERCENT ASTM SIZE RETAINED RETAINED PERCENT PASSING C-33 (GRAMS) LIMITS ;~/8 INCH 0 0.0 0.0 100.0 NO. 4 22 2.5 2.5 :~7.5 N0.8*- 77 ,{~. 8 11. 4 88.6 NO. ~'6 11 ~ 13.6 25 ..0 75.0 NO. 171 19.5 44.5 ~5. ~ NO. 50 313 35.7 80.1 1 $~. S~ NO. iO0 149 17.0 97.1 2.9 PAN .... '~ ~' ~ ~ ~. ?x 100.0 0.0 TOTALS 877 100.0 100.0 O. 0 ~INENESS MODUI_US REMARKS 100 OK ~5/100 OK 80/100 OK 50/85 OK 25/60 OK 10/30 OK 2/10 OK 2.60 2.30 / 3.10 OK REMARKS: NATURAL SAND OOPIES TO: 2-NELSON BROTHERS READY MIX INC. KENNETH H. LLOYD ~R.,F~.E.u ~ TSKL/C33FA.BAS/0.3 This relict is for the exclusive use of the c~nt ~ whom it is addressed.It at.dins only to the ~1~ ~ a~ ins~, a~ ~ ~ ~ ~ of ~ ~ of Men~ ~ ~ ~. IOI.ITH~/BITI~F~IM I. ABORATORIMI NELSON BROTHERS READY MIX 5SACKMIX DESIGN 3 Strength: Slump: Air Content:. Water/Cement Ratio: 3000 'psi at 28 days 3 -~5 inches None 0.62 maximum MATERIALS - ONE CUBIC YARD (SSD) Absolute Specific Volume g~ (cu. ft.) Weiaht Cement - Type I Coarse~Aggregate - No. 57 Trinity crushed stone Fine Aggregate - C33 Manufactured Trinity Fine Aggregate - C33 Natural McGeehee, Oklahoma Water -'plant _.A~lmixture Admixture (entrapped air) 3.15 2.39 2.67 11.10 2.59 2.59 2.64 5.98 1.00 4.65 --- 0.27 470 lbs. 1850 lbs. 420 lbs. 985 lbs. 290 lbs. TOTALS UNIT WEIGHT 26.98 4015 lbs. 148.8 lbs./cu.ft. Note: This design is based upon a 30/70 percent blend of manufactured/natural sand. Suppliers: Trinity - rock Trinity - sand Box Crow - cement NELSON BROTHERS READY MIX 5 SACK MIX DESIGN 2 Strength: Slump: Air Content: Water/Cement Ratio: 3000 psi at 28 days 3 - 5 inches None 0.59 maximum MATERIALS - ONE CUBIC YARD (SSD) Absolute Specific Volume Weiaht Cement - Type I Coarse Aggregate - No. 57 Trinity crushed stone Fine Aggregate - C33 Manufactured Trinity Fine Aggregate - C33 Natural McGeehee, Oklahoma Water - plant Admixture - C494 MB 344N Admixture - C260 MB AE 10 3.15 2.39 470 lbs. 2.67 11.10 1850 lbs. 2.59 2.68 435 lbs. 2.64 6.13 1010 lbs. 1.00 4.40 275 lbs. ...... 30 ozs. --- 0.27 --- TOTALS 26.97 4040 lbs. UNIT WEIGHT 149.8 lbs./cu, ft. NOte: This design is based upon a 30/70 percent blend of manufactured/natural sand. IIOUTHW~8'I'ERN I,.ASORAI'ORIBIi NELSON BROTHERS READY MIX 5 SACK MIX DESIGN i Strength: Slump: Air Content: Water/Cement Ratio: 3000 Psi at 28 days 3 - 5 inches 4 - 6 percent 0.53 maximum MATERIALS - ONE CUBIC YARD (SSD) Absolute Specific Volume ~ (cu.ft.I Weiaht Cement - Type I 3.15 COarse Aggregate - No. 57 Trinity crushed stone 2.67 Fine Aggregate - . ~C33 Manufactured Trinity 2.59 F~ne Aggregate - i~C33 Natural McGeehee, Oklahoma 2.64 Water - plant 1.00 A~mixture - C494 MB 344N --- A~ixture - C260 MB AE 10 --- TOTALS UNIT WEIGHT 2.39 470 lbs. 11.10 1850 lbs. 2.47 400 lbs. 5.70 940 lbs. 4.00 250 lbs. --- 30 ozs. 1.35 5 ozs, 27.01 3910 lbs. 144.8 lbs./cu.ft. Note: This design is based upon a manufactured/natural sand. 30/70 percent blend of