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Windance Sub-LR 851010PITTSBURGH 2~11 MERRELL ROAD, DALLAS. TEXAS 75229 Report No. CONCRETE TEST REPORT TESTING LABORATORY DAL 1413 8 Date Moulded 9/27/85 Reported Project Windd0nce Subdivision At 449 Harris Drive; Coppell_. Texas Contractor Time Tech General Contractors Reported to Time Tect General £nntractors Concrete Supplier MFC Ready Mix Quontlty Represented. . Cu. Yds. Specimens made by~C1 lent Location of pour Statlon 0+00 Harris Drive East Client's No. No. Submitted 4 Strength requirement 3000 psi at 28 days MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX Cement lbs. bags Type Fine Aggregate (SSD) lbs. Source Coarse Aggregate (SSD) _lbs. Size Coarse Aggregate (SSD) lbs. Size Water Total. Gals. Admixture: Amount Kind Admixture: Amount Kihd Source Source Gals./bag Type: __ Type: .Type: Above i~formation obtained fram: PTL batching inspection [] PrOject Engineer [] Concrete Suppliqr: [] Other [--]:(Designate) Entr. Air % Actual Slump In. Ticket No.' Temperatures: Air OF Concrete OF Weather Mixing: Central Mix [] Truck Mix [] Job Mix [] Above Site Infarmation obtained from: PTL Inspectioa [~l Project Engineer Concrete Supplier [] Other [] (Designate) Cyls. delivered to laborata~ by: PTL [] Contractor [] Engln~er [] Cylinder Size 6 x 12 Inches 7 14 28 28 COMPRESSIVE STREHGTH [] Contractor [] Common C~rrier [] Area 28.27 Sq. Ins. 3825 3825 3825 3825 g/28/85 9/28/85 9/28/85 9/28/85 10/4/85 10/11/85 10/25/85 10/25/85 100,000 3540 Day tests previously reported Respectfully submitted, /~~ LABORATORY '~en~H.~'$ampson, Jr., P.E. Dote Moulded Project At Contractor Reported to Concrete Supplier Quantity Represented Cu. Yds. Specimens made by__C] lent Location of pour Station 0+00 Harris Drive East PITTSBURGH TESTING LABORATORY ...... oo , .... ............................................................................ Order r~o. I)AL 14{3 Report No. 8 A CONCRETE TEST REPORT Client's No. 9/27/85 Reported 10/10/85 10/12/85 Winddsnce Subd i~LJ~S i0n 449 Harris Drive, Coppell. Te~as~ Time Tech General _Contrac]~ Time Tect General Contractors MFC Reod¥ Mix No. Submitted _~_ Strength requirement 3000 psi at 28 days MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.: Cement. lbs. bogs Type Brand Fine Aggregate (SSD), lbs. Source. Type: Coarse Aggregate (SSD) lbs. Size Source_ Type: Coarse Aggregate (SSD) lbs. Size Source Type: Water Total _Gals. Gals./bag Admixture: Amount Kind Admixture: Amount Kind Above i~forrnation obtained from: PTL botching inspection [] Project Engineer [] ,' Concrete Supplie~ [] Other ~ (Des gnate) Entr. Air % Actual Slump In. Ticket No.: Temperatures: Air OF Concrete OF Weather Mixing: Central Mix [] Truck Mix [] Job Mix [] Above Site Information obtained from: PTL Inspection r~ Project Engineer [] Contractor Concrete Supplier [] Other [](Designate) Cyis. delivered to laboratory by: PTL [] Contractor [] Engineer [] Common Carrier [] Cylinder Size 6 x 12 Inches 14 COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. J 3825 ~ 9/28/85 3825 9/28/85 10/4/85 3540 10/11/85 103,750 3670 100,000 8 8A 28 28 3825 9/28/85 10/25/85 3825 9/28/85 10/25/85 7 Doy tests previously reported Respectfully submitted, PITTSBUR~T~ LABORATORY IFil I I II PITTSBURGH TESTING LABORATORY MERRELL ROAD. DALLAS, TEXAS 75229 Report No. 9 CONCRETE TEST REPORT Client's No. Date Moulded Proiect At Contractor Reported to Concrete Supplier Quantity Represented Location of pour 9/27/85 Reported ..... !0~[0~/85 Winddance Subdivision 449 Harris Drive~ Coppell~ Texas Time Tech General Contractors Time Tect General Contractors MFC Ready Mix Ca. Yds. Specimens made by Client End 0f Street - Har~s Drive East No. Submitted Strength requirement 3000 psi at 28 days Cement Fine Aggregate (SSD) Coarse Aggregate (SSD) Coarse Aggregate (SSD) Water Total. Admixture: Amount Admixture: Amount MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.: lbs. bags Type Brand lbs. Source Type: lbs. Size Source Type: lbs. Size Source Type: .Ga Is. Ga Is./bag Kind Kind Above i~formation obtained from: PTL batehing inspection [] ~ ~roject Engineer [] Concrete Supplier [] othef,~ j--1 (Designate) Entr. Air. % Actual Slump Temperatures: Air .°F Coecrete Mixing: Central Mix [] Truck Mix [] Above Site Information obtained from: PTL Inspection Concrete Supplier [] Cyls. delivered to laboratory by: PTL [] Cylinder Size 6 x 12 Inches 7 3826 14 28 3826 3826 · In. Ticket No.: .OF Weather Job Mix [] Proiect Engineer [] Contractor [] Other [] (Designate) Contractor [] Engineer [] Common C~-rier [] COMPRESSIVE STREHGTM Area 28.27 Sq. Ins. 9/28/85 9/28/85 9/28/85 10/4/85 82,750 10/11/85 10/25/85 Day tests previousJy reported 2930 9 Respectfully submitted, ~l~n y~H.-~ampson, Jr., P.E. PITTSBURGH TESTING LABORATORY repo{~ No. 9 A CONCRETE TEST REPORT Client's Date Moulded Proiect At Contractor Reported to Concrete Supplier Quantity Represented __ Cu. Yds. Specimens made by_ C] ~ ent Location of pour End of Street - Harris Drive East 9/27/85 Winddance Subdivision 449 Harri~ Drive. Coppell, Texas Time Tech General Contractors Time Tect General Contractors MFC Ready Mix Reported 10/10-/8-5 10/-)2/85 ...... No. Submitted Strength requirement 3000 psi at 28 days Cement lbs. Fine Aggregate (SSD) Coarse Aggregate (SSD) Coarse Aggregate (SSD) Water Total Admixture: Amount Admixture: Amount MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.:__ bags Type Brand lbs. Source Type: lbs. Size Source __ Type: lbs. Size Source Type: .Gols. Gals./bog Kind Kind Above information obtained from: PTL botching inspection [] , Protect Engineer [] Concrete SuppLier [] Othe~ [] (Designate) Entr. Air % Actual Slump In. Ticket No.: Temperatures: Air °F Concrete °F Weather Mixing: Centre)Mix [] Truck Mix [] Job Mix [] Above Site Info, mat)on obtained from: PTL Inspection ['-~ Project Engineer [] Contractor Concrete Supplier [] Other [] (Designate) Cyls. delivered to laboratory by: PTL [] Contractor [] Engineer [] Common Carrier [] Cylinder Size 6 x 12 Inches 7 28 COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. 3826 9/28/85 3826 9/28/85 3826 9/28/85 10/4/85 10/11/85 10/25/85 82,750 93,000 2930 I 9 3290 9A Remarks: .... ~'_ _ Day tests previously repotted Respectfully submitted, PITTSBURG ~/jH T E S TIt'~:~L,A B ORA TO R Y