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Windance Sub-LR 851002 Dote Moulded_ Project At Contractor Reported to Concrete Supplier Quantity Represented~ Cu. Yds. Specimens made by Location of pour End of Paving PITTSBURGH TESTING LABORATORY 2511 MERRELL ROAD, DALLAS. TEXAS 75229 Report No. 6 CONCRETE TEST REPORT Cl[enl's No. 9/23/85 Reported.. 10/2/85 Ninddance Subd~ vls~ 449 Harris Drive. 6oppe11. Time Tect 6eneral Contractors HF6 Ready N. NcC]~t.g ......... No. Submined __ Strength requirement 3000 psi at 28 days MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.: Cement lbs. Fine Aggregate (SSD) Coarse Aggregate (SSD) Coarse Aggregate (SSD) Water Total Admixture: Amount Admixture: Amount bags Type Brand__ lbs. Source Type: lbs. Size Source Type: lbs. Size Source Type: Gals. Gals./bag Kind Kind Above ir~formation obtained from; PTL batching inspectio. [] Project Engineer [] Concrete Supplier [] Other [] (Designate) Entr. Air % Actual Slump In. T~cket No.: Temperatures: Air 78 °F Concrete 88 OF Weather__O~/~_~C~_$~__ Mixing: Central Mix [] Truck Mix J~] Job Mix [] Above Site Information 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 14 28 28 COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. 3813 I 9/24/85 3813 9/24/85 3813 9/24/85 3813 9/24/85 9/30/85 10/7/85 10/21/85 10/21/85 89,750 3170 i 6 Day tests previously reported Remarks:_ Respectfully submitted, Date Moulded Proiect At Contractor Reported to Concrete Supplier Quantity Represented ~40 Cu. Yds. Specimens made by Location of pour Fnd of Paving PITTSBURGH TESTING LABORATORY 2511 MERRELL ROAO, DALLAS, TEXAS 75229 Report No. 6 A CONCRETE TEST REPORT Client's No. 9/23/85 Reported- __!0Z2_/85 . .._10/10~/_8_5 Wir~ddance Subdivision 449 Harris Drive, Coppell; Texas Time Tech General Contractors Time Tect General £ontractDrs MFC Ready Mix M. McClurg ........... No. Submitted__ Strength requirement 3000 psi at 28 days MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.: Cement lbs. bags 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~formation obtained from: PTL hatching inspection [] Project Engi:neer [] Concrete Supplier [] Other [] (Designa~]' Contractor [] Entr. Air % Actual Slump In. Ticket No.: Temperatures: Air 78 °F Concrete 88 °F Weather Overcast Mixing: Central Mix [] Truck Mix [] Job Mix [] Above Site Information obtained from: PTL Inspection ~ Project Engineer [] Contractor [] Concrete Supplier [] Other [] (Designate) Cyls. delivered to laboratory by: PTL [] Contractor [] Engineer [] Common C6rrier [] COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. Cylinder Size 6 x 12 Inches 7 14 28 28 3813 3813 3813 3813 9/24/85 9/30/85 9/24/85 10/7/85 9/24/85 10/21/85 9/24/85 . 10/21/85 89,750 101'~000 3170 6 3570 I 6A Remarks: Day tests previously reported Respectfully submitted, PIT TSBU R,G.~H T~ING LABORATORY Henry ~. San~pson, Jr., P~E. PITTSBURGH TESTING LABORATORY CONCRETE TEST REPORT Clierd'~ Nc. 10/10/85 10/21/85 Date Moulded_ . cJL~ ~/_~8~ . Reported 10/2/85 Project W i n d d an ce~_~zb~ jJLi sj on_ At ~4~4}$rri s Dri¥~.~oppe]]~ Contractor Tim[Tech GeneN] Reported Ia Time Tec~eral Concrete Supplier MFC Re._Mi7 Quantity Represented 240 Cu. Yds. Specimens made by Location of pour~ of paving Strength requirement_ 300~ ......... psi at 28 days MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MI X No.: _ bags Type Brand lbs. Source ................ Type: _ _ lbs. Size ..... Source ................ Type: lbs. Size Source ............. Type: ........ Gals. Gals.,'bag Kind Kind Cement lbs. Fine Aggregate (SSD) Coarse Aggregate (SSD) Coarse Aggregate (SSD) Water Total Admixture: Amount Admixture: Amount Above information obtained from: PTL batching inspection ~_~ Project Engineer [] Contractor Concrete Supplier [] Other [] (Designate) Entr. Air % Actual Slump In. Ticket No.: Temperatures: Air 78 °P Concrete_ 88 .... CF Weather___0¥~rcast~ Mixing: Central Mix [] Truck Mix [] Job Mix [] Above Site Information 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 14 28 28 COMPRESSIVE STRENGTH 3813 9/24/85 3813 9/24/85 3813 9/24/85 3813 9/24/85 Area 28.27 Sq. Ins. 9/30/85 10/7/85 101,000 10/21/85 102,250 10/21/85 108,000 89,750 3170 ~ 6 3570 6A 3620 6B 3820 6B Remarks: _~ ~ ].6~__. Day tests previously reported 28 day averaqe : .3~72~0 Respectfully submitted, PITTSBU_RG?. TE~IN~ LABORATORY Date Moulded____ Project At Contractor Reported to Time Tact 8eneral £ontract0~'s Concrete Supplier MFC Ready MiX Quantity Represented 240 Cu. Yds. Specimens made by Location of pour Station 0 + O0 Harris Drive PITTSBURGH TESTING LABORATORY 2511 MERRELL ROAD. DALLAS. ~TEXAS 75229 ......................................... ' .................................... C)r'~' Ne. D^L 1413 Repo~t No. 7 CONCRETE TEST REPORT Client's No. 9/23/85 Reported 10/2/8q h/inddance Subdivision 449 Harris Drive. Coppell=~e.~as ....................... Time Tech General Contra~o~ M,_ McClurj No. Submllted Cap, Q11, Te~_RE Strength requirement 3000 psi at 28 days MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.: Cement lbs. Fine Aggregate (SSD) Coarse Aggregate (SSD) Coarse Aggregate (SSD) Water Total Admixture: Amount_ Admixture: Amount bags Type Brand lbs. Source lbs. Size Source lbs. Size Source Gals. Kind Kind Above i~formation obtained from: PTL hatching inspection [] Concrete Supplier [] Gols./bag Project Engineer [] Other [] (Designate) Type: Type: Type: Entr. Air. % Actual Slump In. Ticket No.: Temperatures: Air 78 °F Concrete 86 °F Weather Overcast Mixing: Central Mix [] Truck Mix ~'] Job Mix [] Above Site Information obtained from: PTL Inspection ~ Project Engineer [] Contractor [] Concrete Supplier [] Other [] (Designate) ........... Cyts. delivered to laboratory by: PTL [] Contractor [] Engineer [] Common Carrier [] Cylinder Size 6 x 12 Inches 7 14 28 28 3814 3814 3914 3914 COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. 9/24/85 ~ 9/30/85 9/24/85 10/7/85 9/24/85 10/21/85 9/24/85 10/2]/85 TOTAL LOAD-POUNDS 83,000 2940 Day tests previously reported Respectfully submitted, PITTSBURGH TESTL~IG LABORATORY nerrry ~, ~amnqnn .1~ P K Date Moulded Project At Contractor Reported to Concrete Supplier Quantity Represented :740 Cu. Yds. Specimens made by Location of pour Station 0 + O0 Harris Drive PITTSBURGH TESTING LABORATORY 2Sll MERRELL ROAD. DALLAS. TEXAS 75229 .. · ..,., ....... ,c .... .o c,.,~ ..... ~ ....... ~ ~.~ o.~ ........... ..... DAL 1413 Report No, 7 A CONCRETE TEST REPORT Client's No. 9/23/85 Repo~,ed _)~/2/8q_ [QZ!0/8Q ........ Winddance Subdivision 449 Harris Drive: Coppell, Texa~ Time Tech General Contractors ............. Time Tect General Contractors _ MFC Ready Mix M. McC1 urj Coopel 1, _TLxas No. Submitted 4 Strength requirement 3000 psi at 28 days MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.: Cement lbs. bags 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~formation obtained from: PTL batch"mg inspection [] Proiec~¥ E~gineer [] Concrete Supplier [] Other [] (De,s'ignate) Entr. Air % Actual Slump In. Ticket No.: Temperatures: Air 78 °F Concrete 86 °F Weather Overcast Mixing: Central Mix [] Truck Mix [~ Job Mix [] Above Site Information obtained from: PTL Inspection ~ Project Engineer [] Contractor [] Concrete Supplier [] Other [] (Desigt~ate) Cyls. delivered to laboratory by: PTL [] Contractor [] Engineer [] Common Carrier [] Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH _Area 28.27 Sq. Ins. [ I 7 3814 9/24/85 9/30/85 ! 83,000 2940 7 ~ 14 i ~g14 i ql?~l~ l~I?l~ q3.250 3300 ~ 7g 28 3914 28 3914 9/24/85 9/24/85 10/21/85 10/21/85 Day tests 'previous ly reported Respectfully submitted, PITTSBURGH TEST~'qG LABORATORY ~'~He~y ~ pso , Jr., P~E. PITTSBURGH TESTING LABORATORY .......... ,. i4i3 7AB CONCRE]E TEST REPORT Dote Moulded _.. 9/2_.;]_/_8_~ ...... Repot,ed 10/2/85 10/10/85 Project_ _ _ W i n d d _a~.__.'~Lubd_'j_y j.s.i o n At ....... 449 HaEris Drive. £oppe_]]._Texas Contractor ...... Time Tach 6enCyz].~;.olqtraC~;or5 Reported to____ Tim_e Tect GeaeJca]. £~tEactors Concrete Supplier_ MFC Ready Mix Quantity Represented 240 Cu. Yds. Specimens mede by ~1, Mc~iur~ - Location of pour Station 0 + O0 Ha_r_ris .Drive .Cpppell, Texas 10/21/85 Strength requirement Ne. Submitted '4- __ 3000 psi at 28 days MATERIAL PROPORTIONS USED (Quantities per cubic yo,d of concrete) MIX Ho.: Cement lbs. Fine Aggregate (SSD) Coarse Aggregate (SSD) Coarse Aggregate (SSD) Water Total Admixture: Amount Admixture: Amount Above ir~formation obtained from: bags Type ..... Brand lbs. Source ........ Type: ...... lbs. Size ..... Source ........ '[ype: lbs. Size .... Source Type: Gals ....... Oals./bag Kind Kind ..... PTL batchf,g inspection [] Project Engineer [] Contractor Concrete Supplier [] Other [] (Designate) Entr. Air % Actual Slump In. Ticket No.: Temperatures: Air 78 °F Concrete __~t~_ __°F Weother__0vercas~ Mixing: Central Mix [] Truck Mix [] Job Mix [] Above Site Information obtained from: PTI- Inspection [z'~ Project Engineer [] Contractor Concrete Supplier ~ Other [] (Designate) Cyls. delivered to bboratoryby: PTL [] Cylinder Size 6 x 12 Inches Contractor [] Engineer [] Common Carrier [] COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. 7 14 28 28 3814 3814 3914 3914 9/24/85 9/30/85 83,000 2940 7 9/24/85 10/7/85 93,250 3300 7A 9/24/85 10/21/85 122,000 4320 7B 9/24/85 10/21/85 124,750 44]0 7B ?, 14 Day tests previously reported Remark,: _ __2_8 day_ average : 4370 .... Respectfully submitted, PITTSBURGH TEST~?; LABORATORY