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Denton Creek NH-LR090727~7AM ~NG[NEERING ~ TESTING, L.P. Serving The Geo-Industry Since 1974 1115 Luke Street, Suite 100 truing, Texas 75061 Phone: (972) 790-1910 • FAX: (972) 790-0967 Geotechnical Materials S.E&-~. Failure Testing Investigatia 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: 7/27/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 6/26109 Copoell, TX PROJECT' NO.: 108TXSK9 ATTN: Brandon Parker REPORT NO.: 21 SE&T TECHNICIAN: Chris Cook LOCATION OF PLACEMENT: North Firelane 30' N, 115' E from NW Corner Bldg PAGE 1 OF 4 TEST DATA , :: -MATE RIALStSUPPLiER DATA Time Arrived:. 1:00 AM Concrete Supplier: Cowtown Time Left: 8:30 AM Ticket #: 525330 Slump (Inches): 4.75 Truck #: 907 Concrete Temperature (F): 92 Time Batched: __ 12:30 AM Air Content: 4.6 Time Sam led: _ 1:20 AM Total No. of Test C tinders Made: 16 Product Code: 257 Total Cubic Yards Placed: 400 Cement: N/A Added Water: 0 FI Ash: N/A Weather Conditions: Clear/Warm Coarse A regate: N/A Air Temperature (F): 82 Water: N/A Unit Weight of Fresh Concrete: N/A % Air Content : N/A ,~pccmen '' Age date Unit Wt. :Total Load Compressive Type of Strength Required ~~~lirmber Da s Tested ' cf Lbs. Stren th s'r ,Fracture si/da s 1A 7 7/3/09 14Ei yt3,uuU 346o Si~il itr JirE:di 3~^v023 1 B 14 7/10/09 145 112,000 3961 Sin le Shear 3600128 1C 28 7/24/09 146 133,000 4703 Single Shear 3600/28 1 D 28 7/24/09 147 130,000 4597 Single Shear 3600/28 Curing ASTM C-31 Test Method Cylinders Made By: Cylinders Tested By: Slump ASTM C-143 ASTM C-39 & 231 SE8~T SE8~T Remarks: Tested concrete meets/exceeds required strength. _ Very Truly Yours, ~ -- f~ Mi a aint~ Manager & Vice President Texas Professional Firm Registration No: F-001587 Texas Registration No: 61893 This report is for the sole use of the client addressed. The use of ou r company name must receiaae our prior written consent. This report only applies to the samples tested and does not necessarily represent identical or silrnilar samples. G:/2009/108tx5k9/Cpistr/CPISTR21; 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 CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT CLIENT: SCf Construction, LTD STANDARD 6" X 12" 5467 New Copeland Rd. AREA 28.27 SQ. IN. Tyler, TX 75703 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. Coppell, TX TTN: Brandon Parker REPORT DATE: 7/27/09 SAMPLE DATE: 6/26/09 PROJECT NO.: 108TX5K9 Geotechnical Materials S+E~-~ Failure Testing Invesfigafio Environmental SEAT TECHNICIAN: Chris Cook LOCATION OF PLACEMENT: North Firelane 30' N, 40' E from NW Corner of Time Arrived: Time L eft• 1:00 AM st•zn onn Concrete Supplier: T:..I.-i mot. REPORT NO.: 21 PAGE20F4 Cowtown Slump (Inches): 4.25 Truck #: JL~JJJ / 910 Concrete Temperature (F): 92 Time Batched: 1:02 AM Air Content: 4.6 Time Sampled: 1:55 AM Total No. of Test C tinders Made: 16 Product Code: 257 Total Cubic Yards Placed: 400 Cement: N/A Added Water: 0 FI Ash: N/A Weather Conditions: Clear/Warm Coarse A re ate: N/A Air Temperature (F): 82 Water: N/A Unit Weight of Fresh Concrete: N/A % Air Content : N/A Specimen Age Date Unit 11Vt. Total'Laa d Compressive Type of Strength Required ~ Number Da s' Tested ` cf Lbs Stren th' si Fr t . ac ure si/da s 2H ~ 7/3/09 146 99,uG0 3501 Single Shear 3(~00/2ti 26 14 7/10/09 146 109,000 3855 Sin le Shear 3600/28 2C 28 7/24/09 148 119,000 4208 Sin le Shear 3600/28 2D 28 7/24/09 148 118,000 4173 Sin le Shear 3600!28 Curing ASTM C-31 Test Method Cylinders Made By: Cylinders Tested By: Slump ASTM C-143 ASTM C-39 & 231 SE8~T SE&T Remarks: Tested concrete meets/exceeds required strength. Very Truly Yours, ~ __--_ Mik aint, ab Manage Vice President Texas Professional Firm Registration No: F-001587 Texas Registration No: 61893 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/CP I STR21 /SA a7AM ~NG[NEERING ~ 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 SE&T Failure Testing Investigatic 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: 7/27/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 6/26/09 Coppell, TX PROJECT NO.: 108TX5K9 ATTN: Brandon Parker REPORT NO.: 21 SE&T TECHNICIAN: Chris Cook LOCATION OF PLACEMENT: West Firelane 30' S, 40' E from SW Corner of Bldg PAGE 3 OF 4 TEST DATA _. $ ' ~ „ ; ~': MATE RIALS/SUPPLIER DATA Time Arrived: 1:00 AM Concrete Supplier: Cowtown Time Left: 8:30 AM Ticket #: 525347 Slum (Inches): 4.5 Truck #: 922 Concrete Temperature (F): 92 Time Batched: 1:54 AM Air Content: 4.6 Time Sampled: 3:30 AM Total No. of Test C tinders Made 16 Product Code: 257 Total Cubic Yards Placed: 400 Cement: N/A Added Water: 0 FI Ash: N/A Weather Conditions: Clear/Warm Coarse A re ate: N/A Air Temperature (F): 81 Water: N/A Unit Weight of Fresh Concrete: N/A % Air Content : N/A :Specimen Age Date Unit Wt. ' Total'Load Ce~mpressive Type of Strength Required rgNumber ' Da s Tested cf Lbs, Stren tln si Fracture si/da s 3A 7 7/3/09 145 69,000 244u Single Shear- 3600;28 3B 14 7/10/09 147 87,000 3076 Single Shear 3600/28 3C 28 7/24/09 147 102,000 3607 Sin le Shear 3600/28 3D 28 7/24/09 148 103,000 3642 Single Shear 3600/28 Curing ASTM C-31 Test Method Cylinders Made By: Cylinder's Tested By'. Slum ASTM C-143 ASTM C-39 & 231 SE8~T SEBT Remarks: Tested concrete meets/exceeds required strength. Very Truly Yours, MI a Saln ,Lab Ma ger & Vlce President Texas Professional Firm Registration No: F-001587 Texas Registration No: 61893 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/CA'ISTR21/SA ~7AM ~tVGI[~fEERING ~ 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 SE&T Failure Testing Investiga[ic 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: 7/27/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 6/26109 Coppell, TX PROJECT NO.: 108TX5K9 ATTN: Brandon Parker REPORT NO.: 21 SE8~T TECHNICIAN: Chris Cook LOCATION OF PLACEMENT: North Firelane 30' N, 160' E, from NW Corner of Bldg PAGE 4 OF 4 }t ~~ _.. T~S~,_DAT`~r; ., x ~ ... ._ ~.k... ~~~..,._..._... '°MATE . ~ AM - RIAES/SUPPLIER DATA Time Arrived: 1:00 AM Concrete Supplier: Cowtown Time Left: 8:30 AM Ticket #: 525357 Slum (Inches): 5 Truck #: 908 Concrete Temperature (F): 91 Time Batched: 5:33 AM Air Content: 4.8 Time Sampled: 6:15 AM Total No. of Test C tinders Made 16 Product Code: 257 Total Cubic Yards Placed: 400 Cement: N/A Added Water: 0 FI Ash: N/A Weather Conditions: Clear/Warm Coarse A regate: N/A Air Temperature (F): 80 Water: N/A Unit Weight of Fresh Concrete: N/A % Air Content : N/A ~$pecimen Age< Date Unit Wt. Total Load Compressive Type of o Strength Required t~ „~CVurnber Da s Tesfed cf Lbs. Stren th si Fracture psi/da s 4A 7 713/09 144 97,000 3430 Jiil I~ Jller7r 3600!28 4B 14 7/10/09 145 113,000 3996 Sin le Shear 3600/28 4C 28 7/24/09 146 125,000 4420 Single Shear 3600/28 4D 28 7/24/09 145 127,000 4491 Single Shear 3600/28 Curing ASTM C-31 Test Method Cylinders Made By: Cylinders Tested By: Slump ASTM C-143 ASTM C-39 & 231 SE&T SES~T Remarks: Tested concrete meets/exceeds required strength. Very Truly Yours, M/~ La ana er & Vice President g Texas Professional Firm Registration No: F-001587 Texas Registration No: 61893 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/CP I STR21 /SA ~7AM ENGfNEERiNG ~ 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 SE&T Failure Testing Investigatio Environmental CONCRETE PLACEMENT INSPECTInN R ~TR1=1ulr_TN r~cT c~ono~- CLIENT: SCI Construction, LTD STANDARD 6" X 12" 5467 New Copeland Rd. AREA 28.27 SQ. IN. Tyler, TX 75703 REPORT DATE: 7/27/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 6/27/09 Coppell, TX PROJECT NO.: 108TX5K9 ATTN: Brandon Parker REPORT NO.: 22 SE8~T TECHNICIAN: Chris Cook LOCATION OF PLACEMENT: Bldg Slab 70' N, 30' W from SE Corner of Bldg PAGE 1 OF 4 ...~. ., _;~ ~~, .. ,... r.. ~~ .~.: II~~T~ RlIA~5/v~U~?.PLt1=R C}ATA. Time Arrived: 1:45 AM Concrete Supplier: Cowtown Time Left: 6:45 AM Ticket #: 525401 Slump (Inches): 5 Truck #: g25 Concrete Temperature (F): 90 Time Batched: 1:28 AM Air Content: N/A Time Sampled: 2:20 AM Total No. of Test C tinders Made: 16 Product Code: 345-67 Total Cubic Yards Placed: 400 Cement: N/A Added Water: 0 FI Ash: N/A Weather Conditions: Clear/Warm Coarse A re ate: N/A Air Tem erature.(F): 84 Water: N/A Unit Weight of Fresh Concrete: 14$ % Air Content : N/A specimen Age Bate tJniit°;1IUt. Total Load Compressive Type of Strength Required Number Da s Tested ~f Lbs. Stren th si Fracture . si/da s 1A 7 7/4/09 145 00.000 2122 Sin le Shear 3^00;2Q 1B 14 7/11/09 147 78,000 2758 Sin le Shear 3000/28 1C 28 7/25/09 147 91,000 3218 Single Shear 3000/28 1 D _ 28 7/25/09 148 87,000 3076 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, il~~l k a n L ti M & Vi , i a anager ce President Texas Professional Firm Registration No: F-001587 Texas Registration No: 61893 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 identirai nr similar carr,nlcc G:/2009/108tx5k9/Cpistr/CPISTR22/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 SE&T Failure Testing Investigatic Environmental CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT CLIENT: SCI Construction, LTD STANDARD 6" X 12" 5467 New Copeland Rd. AREA 2$,27 S(~. IN, Tyler, TX 75703 REPORT DATE: 7/27/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 6/26/09 Coppell, TX PROJECT NO.: 108TX5K9 ATTN: Brandon Parker REPORT NO.: 22 SEAT TECHNICIAN: Chris Cook LOCATION OF PLACEMENT: Bldg Slab 35' N, 10' W from SE Corner of Bldg PAGE 2 OF 4 ~` ~ ~ „ .r; ~ ` ~ ~ ~~~T~ al~Yl~y T' 5 ~ ~ ~; ~,. .. ~.. ,. ,,_,~a.-~,r ,. - - - . ,.~. s~_.~, , ~. MATE .-a . , .; .. RIALS/SUpPL1EFt DATA... . . Time Arrived: 1:45 AM Concrete Su pliers Cowtown Time Left: 6:45 AM Ticket #: 525413 Slump (Inches): 5.25 Truck #: 930 Concrete Temperature (F): 92 Time Batched: 2:22 AM Air Content: N/A Time Sampled: 3:05 AM Total No. of Test C tinders Made: 16 Product Code: 345-67 Total Cubic Yards Placed: 400 Cement: N/A Added Water: 0 Fly Ash: N/A Weather Conditions: Clear/Warm Coarse A re ate: N/A Air Temperature (F): 84 Water: N/A Unit Weigh t of Fresh Concrete: 148 % Air Content : N/A Specimen ~ ~ . Age' [late unit Wt. Total Load Compressive Type of ` Strength Required ~ Nuenbdr Da s Tested cf Lbs. Stren th` si Fracture ,... si/da s 2A ? 7/4/Og 147 77,OOn ?723 Sinnle Shear 3pnrJi~g 2B 14 7/11/09 147 89,000 3147 Sin le Shear 3000/28 2C 28 7/25/09 148 99,000 3501 Sin le Shear 3000/28 2D 28" 7/25/09 149 96,000 3395 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 SES<T SE&T Remarks: Tested concrete meets/exceeds required strength. Very Truly Your , e Saint, ab anager & Vice President Texas Professional Firm Registration No: F-001587 Texas Registration No: 61893 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/CPISTR22/SA ~7AM ENGlNEERtNG ~ 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 SE&T Failure Testing Investigatia 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: 7/27/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 6/26/09 Coppell, TX PROJECT NO.: 108TX5K9 ATTN: Brandon Parker REPORT NO.: 22 SE&T TECHNICIAN: Chris Cook LOCATION OF PLACEMENT: Bldg Slab 15' N, 50' W from SE Corner of Bldg PAGE 3 OF 4 „, ~' ~ TEST -C7~ATA . ! , ~ ,.~ , ~ .. ~ . _ ~= _ ,,, ~~~. -;MATI= RIALSISUP#~L~~1~'. DATA Time Arrived: 1:45 AM Concrete Supplier: Cowtown Time Left: 6:45 AM Ticket #: 525420 Slump Inches): 4.75 Truck #: 920 Concrete Temperature (F): 90 Time Batched: 2:57 AM Air Content: N/A Time Sampled: 4:00 AM Total No. of Test C tinders Made: 16 Product Code: 345-67 Total Cubic Yards Placed: 400 Cement: N/A Added Water: 0 FI Ash: N/A Weather Conditions: Clear/Warm Coarse A re ate: N/A Air Temperature (F): 83 Water: N/A Unit Weigh t of Fresh Concrete: 148 % Air Content : N/A Specimen ~~ Agee. .Date Unit Wt. ` Total Load Compressive Type of ;Strength Required e,. ~q`Nurnber Da s Tested cf Lbs. Stren t6 si Fracture si/da s 3A 7 7/4/09 146 82,000 2900 Single Shear 3000/28 36 14 7/11/09 147 93,000 3289 Sin le Shear 3000/28 3C 28 7/25/09 147 98,000 3466 Sin le Shear 3000/28 3D 28 7/25/09 148 100,000 3536 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 SE8~T SE8~T Remarks: Tested concrete meets/exceeds required strength. Very Truly Yours, ~ t b & Vi P id In anager , a ce res ent Texas Professional Firm Registration No: F-001587 Texas Registration No: 61893 This report is for the sole use of the client addressed. The use of ou r 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/CPISTR22/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 Geotechnlcal Materials SE&T Failure Testing Investigatic 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: 7127/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 6/26/09 Coppell, TX ' PROJECT NO.: 108TX5K9 ATTN: Brandon Parker REPORT NO.: 22 SE&T TECHNICIAN: Chris Cook LOCATION OF PLACEMENT: Bldg Slab 5' N, 90' W from SE Corner of Bldg PAGE 4 OF 4 a... ` ~,...,,.:, ~ _T~ST ~?/~tA - ~, s ., ,.. ' . ~., ° . MATE , REAL~S/SUPPLIER DATA ' Time Arrived: 1:45 AM Concrete Supplier: Cowtown Time Left: 6:45 AM Ticket #: 525431 Slum Inches): 4 Truck #: 923 Concrete Temperature (F): 90 Time Batched: 4:04 AM Air Content: N/A Time Sampled: 4:50 AM Total No. of Test Cylinders Made 16 Product Code: 345-67 Total Cubic Yards Placed: 400 Cement: N/A Added Water: 0 FI Ash: N/A Weather Conditions: Clear/Warm Coarse A re ate: N/A Air Temperature (F): 82 Water: N/A Unit Weigh t of Fresh Concrete: 148 % Air Content : N/A Specimen Age Date Unit Wt. Total Load Compressive Type of> Strengfih Required ~~Vu-nber Da s Tested cf Lbs. Siren th psi Fracture.: s/da s ; 4A 7 7/4/09 148 84 000 2970 Single Shear 3000/28 46 14 7/11!09 149 98,000 3466 Sin le Shear 3000/28 4C 28 7/25/09 148 105,000 3713 Sin le Shear 3000/28 4D 28 7/25/09 150 104,000 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 SEBT SE&T Remarks: Tested concrete meets/exceeds required strength. Very Truly Yours Mik Sai , L anager & Vice President Texas Professional Firm Registration No: F-001587 Texas Registration No: 61893 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:12009/108tx5k9/Cpistr/CPISTR22/SA