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Northlake WE P10C-LR 960904 CONF~LTI~G F.~GINE~R~ IN: CONCRETE MIX DESIGN JOB $: 96-60 D~TE: 9-4-96 D~Y: Wednesday CLIE~: Site Co=crete CONT~CTOR: Site Concrete SPECIFICATIONS 28 DAY STRENGTH: 3600 psi CEMENT CONTENT: 6.0 sacks ADMIXTURES: A.E.A. (ASTM C260 - 74) SLD~P: 3.0" +/- COARSE AGGREGATE: 1.5"-~4 Crushed Stone; Marock (Chico) FINE ~GGREGATE: ~4-200 Natural Sand; Trinity (Decatur} -- _. '-, ~__ ~ ~ ~~~ S.S.D. TOTALS (ONE CUBIC'YARD BATCH) · WEIGHTS ABSOLUTE MATERIALS SG I CU YD VOLUME PORTLAND CEMENT (Holnam) TY~E I (ASTM 0~50) 3.15 S64 2.869 FLY ASH (ASTM 0618) --0-- F COARSE AGGREGATE 1.5" - #4 CRUSHED STONE 2.66 1830 11.024 FINE AGGREGATE ~4 - 200 NATUR~ SAND 2.64 1211 7.350 WATER 1.00 275 (33 gal) 4.407 A.E.A. 5.0% 5.5OZ 1.350 W.R. -0- TOTlkLS 3880 27.000 AGGREGATE PERCENTAGE: .60% Coarse 40% Fine WATER/C~MENT ~ATIO: 0.488 5.5 Gal/Sack UNIT W~IGHT (1lb/cf): 143.7 Respectfully ~ubmitued, William geeh Civil ~ngineer [O'd 89: [ L6-L[-NV? - ~1'~ ~ So'ts & Foundations Construction Ha~eria[s Testing "ExcelLence by Experience" Commercial & I~us~ria[ Ins~c~ion CONCRETE MIX DESIGN ~~. PROJECT: Nort~lake Woodlands East LOCATION: Coppe!l No. 10-C JOB ~: 96-60 DATE: 9-4-96 DAY: Wednesday CLIENT: Site Concrete CO~T~CTOR: Site Concrete SPECIFICATIONS 28 DAY STRENGTH: 3600 psi CEMENT CONTENT: 6.0 sacks ADMIXTURES: A.E.A. (ASTM C260 - 74) SLUMP: 3.0" +/- COARSE AGGREGATE: 1.5"-~4 Crushed Stone; Marock (Chico) FINE AGGREGATE: ~4-200 Natural Sand; .Trinity (Decatur) S.S.D. TOTALS (ONE CUBIC'YARD BATCH) WEIGHTS ABSOLUTE MATERIALS SG i CU YD VOLUME PORTLAND CEMENT (Holnam) TYPE I (ASTM C150) 3.15 564 2.869 FLY ASH (ASTM C618) -0- COARSE AGGREGATE 1.5" - ~4 CRUSHED STONE 2.66 1830 11.024 FINE AGGREGATE ~4 - 200 NATURAL SAND 2.64 1211 7.350 WATER 1.00 275 (33 gal) 4.407 ~.~.~. 5.0% ~.5oz 1.350 W.R. -0- TOTALS 3880 27.000 AGGREGATE PERCENTAGE: .60% Coarse 40% Fine WATER/CEMENT RATIO: 0.488 5.5 Gal/Sack UNIT WEIGHT (lib/cf): 143.7 Respectfully submitted, William Zeeh Civil Engineer G]~O-- COI~SULTi.NG E~GT~NEERS I~': P~ ,ox 9~548 · Sau~nla~e, Texas 76~9~ · (~17) 3~9-,~ 5--%% ~ROJ~CT: Northlake Woodlands East No. 10-C LOCATIO JOB~.~- 96-60 DATE: -9-4-96 DAY: Wednesday CL%E~T: Site Concrete . CONT~CTOR: Site Concrete S~ECIFICA~IONS 2S DAY STRENGTH: 3000 psi CEMENT CONT~T: 5.0 sacks ADMIXTURES: A.E.A. (ASTM C260 - 74) SL~3: 3.0" +/- !" CO~SE AGGREGATE: 1.5"-~4 Crushed Stone; Marock (Chico) FI~E AGGREGATE: ~4-200 Natural Sand; 'Trinity (Decatur) ' S.S.D. TOT~S (ONE CUBIC Y~D BATCH) WEIGHTS ~SOLUTE ~TERiALS SG 1 CU YD VOLU~E ~ORT~D C~u~ST (Holn~) TY~E i (AS~ C150) 3.15 470 2.39! FLY ASH (ASTH C~18) -0- - CO~SE AGGREGATE 1.5" - .~4 CRUSHED STONE 2.66 1997 !2.030 Fi~E AGGREGATE ~4 - 200 ~T~ S~D 2.64 1322 8.024 WATER 1.00 200 (24 gal) 3.205 A.E.A. 5.0% 5.5oz 1.350 ~ R. -0- TOTALS 3989 27 . 000 AGGREGATE .~ERCE~NTAGE: 60% Coarse 40% Fine 'WATER/CEM. E~NT RATIO: 0. 426 4.8 Gal/Sack L-~'iT WEIGHT (l!b/cf): 147.7 ?-es=ectful!y submitted, Engineer