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Denton Creek NH-LR090720~7AM ENGINEERING ~ TESTING, L.P. Serving The Geo-Industry Since 1974 1115 Luke Street, Suite 100 Irving, Texas 75061 Phone: (972) 790-1910 • FAX: (972) 790-0967 Geotechnical Materials ~.E&-F Failure Testing InvesNgatia Environmental CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT CLIENT: SCI Construction, LTD STANDARD 6" X 12" 5467 New Copeland Rd. AREA 2$,27 SQ, IN, Tyler, TX 75703 REPORT DATE: 7/20/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: v/20/09 Coppell, TX NROJt:i:T N(:.: 1rJ8T:~.:aiC3 ATTN: Brandon Parker REPORT NO.: 19 SEAT TECHNICIAN: Robert James LOCATION OF PLACEMENT: Buildin Slab - SW Corner of West Win PAGE 1 OF 5 ,.; ,. ,.:~ ....~, ~ ~ ~ TES"l, D'A. T/~t~ ; ~ ~~ ' ~`~' ~ ~ ~.' ~' ... .; MA'II" E~tIAi:S~~UPF~LIER DATA Time Arrived: 3:00 AM Concrete Sup lier: Cowtown Time Left: 8:00 AM Ticket #: 525183 Slump (Inches): 4 Truck #: _ 918 Concrete Temperature (F): 82 Time Batched: __ 2:26 AM Air Content: N/A Time Sampled: _ 3:30 AM Total No. of Test Cylinders Made: 20 Product Code: 345-67 E.F. Total Cubic Yards Placed: 450 Cement: N/A Added Water: 20 Gallons FI Ash: N/A Weather Conditions: Dark, part) cloud ,warm & wind Coarse A re ate: N/A Air Tem erature F): 74 Water: N/A Unit Wei ht of Fresh Concrete: 148 % Air Content : N/A ~pec-1Sen Age Date Unit Wt„ Total Load Compressive Type of Strength. Required kNurnber Da s Tested, cf hbsF Stan th si Fracture os/da s _ 1.A ~ __7_ 6/27/09 146 86,000 3041 Sin ie She ar 3;0 0/28 16 14 7/4/09 146 98,000 _ ~ 3466 _ Single Shear __ _ _ X000/'?8 ~' 1C 28 7/18/09 148 107,000 3784 Sin le Shear 3000/28 1D 28 7/18/09 147 111,000 3925 Sin le Shear 3000/28 Curing ASTM C-31 Test Method Cylinders Made By: Cylind;~rs Tested By. Slump ASTM C-143 ASTM C-39 & 231 SE&T SEB~T Remarks: Tested concrete meets/exceeds required strength. Very Truly Yours, ~G/ ___.-__-_------ Mi S i t L b M & Vi -- - - a n , a anager ce President Texas Registration No: 61893 Texas Professional Firm Registration No: F-001587 This report is for the sole use of the client addressed. The use of our company name mus t receive our prior writaen cr; Isent. This report only applies to the samples tested and does not necessarily represent identical or similar samples. G:/2009/108tx5k9/Cpistr/t;°ISTR 19/SA ~7AM ~IVGINEERING ~ TESTING, L.P. Serving The Geo-Industry Since 1974 1115 Luke Street, Suite 100 Irving, Texas 75061 Phone: (972) 790-1910 • FAX: (972) 790-0967 Geotechnical Materials ~~J.E&-~. Failure Testing InvestigaNc Environmental CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT CLIENT: SCI Construction, LTD STANDARD 6" X 12" 5467 New Copeland Rd. AREA 28.27 SQ. IN. Tyler, TX 75703 REPORT DATE: 7/20/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 6/20/09 Coppell, TX PROJECT NO.: 108TX5K9 ATTN: Brandon Parker REPORT NO.: 19 SE&T TECHNICIAN: Robert James LOCATION OF PLACEMENT: Buildin Slab -North Center of West Win PAGE 2 OF 5 _, .-: ,: ,TEST DATA iV1A'T ~Ft[ALSISU~'PLiER IJ~1'A, Time Arrived: 3:00 AM Concrete Supplier: Cowtown Time Left: 8:00 AM Ticket #: 525197 Slump Inches): 3.75 Truck #: 909 Concrete Temperature (F): 84 Time Batched: 3:36 AM Air Content: N/A Time Sampled: 4:40 AM Total No. of Test C tinders Made: 20 Product Code: 345-67 E.F. Total Cubic Yards Placed: 450 Cement: N/A Added Water: N/A FI Ash: N/A Weather Conditions: Dark, artl cloud ,warm & wind Coarse A re ate: N/A Air Temperature (F): 75 Water: N/A Unit Wei ht of Fresh Concrete: 148 % Air Content : N/A Specimen Age,, [Tate Unit Wt. Total Load ' Cortnpressive Type of Strength Required ,~Nunnber Da s Tested cf Lbs, Stren th' si Fracture psi/da s 2A _ 7 y 6/27/09 147 90,000 3183 Sin le Shear 3000128 __ ___ _ ~ ~ 26 14 7/4/09 147 101,000 3512 Single Shear 3000/28 2C 28 7/18/09 148 113,000 3996 Sin le Shear 3000128 2D 28 7/18/09 147 112,000 3961 Sin le Shear 3000/28 Curing ASTM C-31 Test Method Cylinders Made By: Cylinders Tested By: Slum ASTM C-143 ASTM C-39 & 231 SE&T SE8~T Remarks: Tested concrete meets/exceeds required strength. Very Truly Yours, ~~ Mi amt, anager & Vice President Texas Registration No: 61893 Texas Professional Firm Registration No: F-001587 This report is for the sole use of the client addressed. The use of our company name mus t receive our prior written consent. This report only applies to the samples tested and does not necessarily represent identical or similar samples. G:/2009/108tx5k9/Cpistr/CP ISTR 19/SA SAM ENGINEERING ~ TESTING, L.P. Serving The Geo-Industry Since 1974 1115 Luke Street, Suite 100 Irving, Texas 75061 Phone: (972) 790-1910 • FAX: (972) 790-0967 Geotechnical Materials SEBcT Failure Testing Investiga[io Fsvironmental CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT CLIENT: SCI Construction, LTD STANDARD 6" X 12" 5467 New Copeland Rd. AREA 28.27 SQ. IN. Tyler, TX 75703 REPORT DATE: 7/20/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 6/20/09 Coppell, TX PROJECT NO.: 108TX5K9 ATTN: Brandon Parker REPORT NO.: ~ 19 SEAT TECHNICIAN: Robert James LOCATION OF PLACEMENT: Buildin Slab -Northeast Corner of West Wing PAGE 3 OF 5 ;. ,. ~° ~~, Ti~$TR C}ATA ... ~ _ . ~, ~'' ; IVIATE R[ALS/SUPPLIER DATA ', Time Arrived: 3:00 AM Concrete Supplier: Cowtown Time Left: 8:00 AM Ticket #: 525207 Slump Inches): 4 Truck #: 921 Concrete Temperature (F): 86 Time Batched: 4:37 AM Air Content: N/A Time Sampled: 5:40 AM Total No. of Test C tinders Made 20 Product Code: 345-67 E.F. Total Cubic Yards Placed: 450 Cement: N/A Added Water: 20 Gallons FI Ash: N/A Weather Conditions: Dark, partl cloud ,warm & wind Coarse A re ate: N/A Air Tem erature F): 75 Water: N/A Unit Weigh t of Fresh Concrete: 148 % Air Content ~ N/A Specimen ' Age; , ®ate Unit Wt. Total Load Compressive Type of Strength Required F Number Ida 's Tested c# Lbs. Stren th ` si Fracture s%/da s 3A 7 6/27/09 147 88,000 3112 Sin le Shear 3000/28 3B 14 7/4/09 147 96,000 3:195 Sin le Shear 3000/28 3C 28 7/18/09 149 113,000 3996 Sin le Shear 3000/28 3D 28 7/18/09 148 116,000 4102 Sin le Shear 3000/28 Curing ASTM C-31 Test Method Cylinders Made By: Cylinders Tested By: Slum ASTM C-143 ASTM C-39 & 231 SE&T SE&T Remarks: Tested concrete meets/exceeds required strength. Very Truly Yours, MI aln ,Lab Manage & Vice President Texas Registration No: 61893 Texas Professional Firm Registration No: F-001587 This report is for the sole use of the client addressed. The use of o ur company name must receive our prior written consent. This report only applies to the samples tested and does not necessarily represent identical or similar samples. G:/2009/108tx5k9/Cpistr/CPISTR 19/SA ~7AM ENGINEERING ~ TESTING, L.P. Serving The Geo-Industry Since 1974 1115 Luke Street, Suite 100 Irving, Texas 75061 Phone: (972) 790-1910 • FAX: (972) 790-0967 Geotechnical Materials S+EB[T Failure Testing Investigafic Environmental CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT CLIENT: SCI Construction, LTD STANDARD 6" X 12" 5467 New Copeland Rd. AREA 28.27 SQ. IN. Tyler, TX 75703 REPORT DATE: 7/20/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 6/20/09 Coppell, TX PROJECT NO.: 108TXSK9 ATTN: Brandon Parker REPORT NO.: 19 SE8~T TECHNICIAN: Robert James LOCATION OF PLACEMENT: Buildin Slab - Center of West Center Building PAGE 4 OF 5 =- _~ f ~ ~1'ES'~ bATA .:- : ' T .. ` ;° MAT~ _ ,~.._ _ ~.A. R[ALS1St1E?P',L~EI~ DATA Time Arrived: 3:00 AM Concrete Supplier: Cowtown Time Left: 8:00 AM Ticket #: 525221 Slump (Inches): 5 Truck #: 915 Concrete Temperature F): 88 Time Batched: 5:46 AM Air Content: N/A Time Sampled: 6:30 AM Total No. of Test C tinders Made 20 Product Code: 345-67 E.F. Total Cubic Yards Placed: 450 Cement: N/A Added Water: 10 Gallons FI Ash: N/A Weather Conditions: Partl cloud ,warm & wind Coarse Ag regate: N/A Air Tem erature F : 78 Water: N/A Unit Weight of Fresh Concrete: 148 % Air Content : N/A Specimen Age< Date Unit Wt. Total Load Compressive Type of Strength Required Number Da ~ Tested df Lbs. Stren th si Fracture si/da `s 4A 7 6/27/09 145 75,000 2652 Sin le Shear 3000/28 4B 14 7/4/09 145 84,000 2970 Single Shear 3000/28 4C 28 7/18/09 147 103,000 3642 Sin le Shear 3000/28 4D 28 7/18/09 146 105,000 3713 Sin le Shear 3000/28 Curing ASTM C-31 Test Method Cylinders Made By: Cylinders Tested By: Slump ASTM C-143 ASTM C-39 & 231 SE&T SE&T Remarks: Tested concrete meets/exceeds required strength. Very Truly Yours, M~ Sain ,Lab er & Vice President Texas Registration No: 61893 Texas Professional Firm Registration No: F-001587 This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This report only applies to the samples tested and does not necessarily represent identical or similar samples. G:/2009/108tx5k9/Cpistr/CPISTR 19/SA SAM ENGINEERING ~ TESTING, L.P. Serving The Geo-Industry Since 1974 1115 Luke Street, Suite 100 Irving, Texas 75061 Phone: (972) 790-1910 • FAX: (972) 790-0967 Geotechnical Materials SEScT Failure Testing Investigati~ Environmental CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT CLIENT: SCI Construction, LTD STANDARD 6" X 12" 5467 New Copeland Rd. AREA 28.27 SQ. IN. Tyler, TX 75703 REPORT DATE: 7/20/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 6/20/09 Coppell, TX PROJECT NO.: 108TX5K9 ATTN: Brandon Parker REPORT NO.: 19 SE8~T TECHNICIAN: Robert James LOCATION OF PLACEMENT: Buildin Slab -SW Corner of Center Bld PAGE 5 OF 5 ,., '. ~T ~~~TES~` C~/~T~, .:' 2 ~~. !.., .... , ~..:. ~ .. • M1~7'E . -K, ... I~IALSfSI~PPLIER DATA ,._ , _. .. Time Arrived: 3:00 AM Concrete Supplier: Cowtown Time Left: 8:00 AM Ticket #: 525227 Slump (Inches): 5 Truck #: 933 Concrete Temperature (F): 84 Time Batched: 6:58 AM Air Content: N/A Time Sampled: 7:45 AM Total No. of Test C tinders Made 20 Product Code: 345-67 E.F. Total Cubic Yards Placed: 450 Cement: N/A Added Water: N/A Fly Ash: N/A Weather Conditions: Partl cloudy, warm & windy Coarse A re ate: N/A Air Temperature (F): 80 Water: N/A Unit Weight of Fresh Concrete: 147 % Air Content : N/A Specimen Age . Date Unit Wt, Total Load Compressive Type of Streingth Required, Number ~ Da s Tested cf Lb~ Stan th' si Fracture s/da s . . 5A 7 6/27/09 143 74,000 2617 Sin le Shear 3000/28 56 14 ~ 7/4/09 143 85,000 3006 Single Shear 3000/28 5C 28 7/18/09 146 110,000 3890 Single Shear 3000/28 5D 28 7/18/09 145 104,000 3678 Sin le Shear 3000/28 Curing ASTM C-31 Test Method Cylinders Made By: Cylinders Tested By: Slum ASTM C-143 ASTM C-39 & 231 SE&T SE&T Remarks: Tested concrete meets/exceeds required strength. Very Trufy Yours, ~ i Ik aint, Lab M ager ice resident Texas Registration No: 61893 Texas Professional Firm Registration No: F-001587 This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This report only applies to the samples tested and does not necessarily represent identical or similar samples. G:/2009/108tx5k9/Cpistr/CPISTRI9/SA