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Denton Creek NH-LR090803C Geotechnical SAM ENGINEERING ~ ~ESTING, L. P. Materials SE&T Failure Testing Investigation Serving The Geo-Industry Since 1974 1115 LUke Street, Suite 100 ~' `~ Environmental Irving, Texas 75061 /I'_`l~ Phone: (972) 790-1910 • FAX: (972) 790-0967 CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT SCI 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 ATTN: Brandon Parker SE&T TECHNICIAN: Todd Wheatley LOCATION OF PLACEMENT: Firelane- SW Entrance, 30' N. of REPORT DATE: 8/3/09 SAMPLE DATE: 7/6/09 PROJECT NO.: 108TX5K9 REPORT NO.: 27 Lake Rd. PAGE 1 OF 10 ime Arrived: .. ..,... ..~ ..~,., 12:30 AM ti :~~.~ , ~..... ~ ~:: Concrete Sup Time Left: 2:00 PM , Ticket #: Slump (Inches): 5 Truck #: Concrete Temperature (F); 75 Time Batched Air Content: 4.8 Time Samplec Total No. of Test C tinders Made 36 Product Code: Total Cubic Yards Placed: 1030 Cement: Added Water: N/A FI Ash: Weather Conditions: Cloud & Warm Coarse A grec Air Temperature (F): 75 Water: Unit Welght of Fresh Concrete: ~3.. ;,. _~~ .., 146 % Air Content N~rtnber .~.~>~Ia ~,~ ~~"~s~fp~d ~ `~~pcf Lbs St n . re gth psi 1A 7 7/13/09 144 99,000 3501 1 B 14 7/20/09 146 112,000 3961 1C 28 8/3/09 146 125,000 4420 1 D 28 8/3/09 146 128,000 4527 Curing ASTM C-31 Test Method Cylinders Made By: Slump ASTM C-143 ASTM C-39 & 231 SE&T Remarks: Notes:* 7 Day cylinders 5A-8A were not made due to contractor concrete. Tested concrete meets/exceeds required strength. Very Truly Yours, & Vice President Cowtown 52564 933 12:49 AM 1:30 AM 257 N/A N/A N/A N/A N/A Sin gle Shear 3600/28 Sing le Shear 3600/28 Sing le Shear 3600/28 Sing le Shear 3600/28 Cylinders Tested By: SE&T easing the amount of placed 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/CPISTR27/LL 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 SE&T Failure Testing Investigation 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: 8/3/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 7/6/09 Coppell, TX PROJECT NO.: 108TX5K9 ATTN: Brandon Parker REPORT NO.: 27 SE&T TECHNICIAN: Todd Wheatley LOCATION OF PLACEMENT: South Firelane- 60' East of West Firelane PAGE 2 OF 10 ~~ ~ ~ . ;_~ ~~ ~~~~€ TE~~'" BATA ~` . ~ "~ ~ 3 5~f' xl~~j E _. R~~LS/~UI~P alb ~ 3, ~ ~~ h T ~~ n .,.: Time Arrived: 12.30 AM Concrete Supplier: Cowtown Time Left: 2:00 PM Ticket #: 525623 Slump (Inches): 6 Truck #: 934 Concrete Temperature (F): 75 Time Batched: 1:58 AM Air Content: 4.2 Time Sampled: 2:30 AM Total No. of Test C tinders Made 36 Product Code: 257 Total Cubic Yards Placed: 1030 Cement: N/A Added Water: 10 Gallons Fly Ash: N/A Weather Conditions: Cloudy & Warm Coarse A re ate: N/A Air Temperature (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 Days ' Tested pcf ' Lbs. Strength si Fracture psildays 2A 7 7/13/09 145 101,000 3572 Sin le Shear 3600/28 2B 14 7/20/09 147 115,000 4067 Single Shear 3600/28 2C 28 8/3/09 146 129,000 4562 Single Shear 3600/28 2D 28 8/3/09 147 127,000 4491 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 meetslexceeds required strength. Very Truly Yours, -- - ____- ? _~_ i aint, Lab 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/CPISTR27/LL 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 Geotectmical Materials SE&T Failure Testing Investigation 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: 8/3/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 7/6/09 Coppell, TX PROJECT NO.: 108TX5K9 ATTN: Brandon Parker REPORT NO.: 27 SE&T TECHNICIAN: Todd Wheatley LOCATION OF PLACEMENT: Parking - 160' East of West Entrance & 150' North of Sandy Lake Rd. PAGE 3 OF 10 ,~ s,. ~~~ ~~~ ~"~ST~ DATA ~~ ~, ~~, ~.~ ` ,. _ .. ,. ,_~: _ ~ r...a. __. .~~, ~~~ '~ ~M~,fl"s ~... , ,x ~. ~l4 ~/511~'~L1E~~,~~~~' r '~ Time Arrived: 12:30 AM Concrete Supplier: . , :.., Cowtown Time Left: 2:00 PM Ticket #: 525635 Slump (Inches): 5.5 Truck #: 927 Concrete Temperature (F): 75 Time Batched: 3:02 AM Air Content: 4.7 Time Sampled: 3:35 AM Total No. of Test C tinders Made 36 Product Code: 257 Total Cubic Yards Placed: 1030 Cement: N/A Added Water: N/A Fly Ash: N/A Weather Conditions: Cloud & Warm Coarse Ag re ate: N/A Air Temperature (F): 75 Water: N/A Unit Weight of Fresh Concrete: 146 % Air Content : N/A Specimen Age Date Unit Wt, Total Laad Compressive Type of Strength Required '''Number Da s `' Tested pcf Lbs. Stren th psi Fracture psi/da s 3A 7 7/13/09 145 103,000 3642 Single Shear 3600/28 36 14 7/20/09 146 119,000 4208 Single Shear 3600/28 3C 28 8/3/09 146 140,000 4951 Single Shear 3600/28 3D 28 8/3/09 146 142,000 5022 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 SE&T Remarks: Tested concrete meets/exceeds required strength. Very Truly Yours, /' --_ _-- / y ~ _ e alnt, La 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:/2o09/108tx5k9/Cpistr/CPISTR27/LL 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 Ge°technical Materials SE&T Failure Testing Investigation 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: 8/3/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 7/6/09 Coppell, TX PROJECT NO.: 108TX5K9 ATTN: Brandon Parker REPORT NO.: 27 SE&T TECHNICIAN: Todd Wheatley LOCATION OF PLACEMENT: South Firelane - 260' East of West Firelane PAGE 4 OF 10 ~~~ ~y F ~ TES'T ~QTA ~y~ ~ ~ ~ ~~ ~ ~- ~ ~`~ ~ ~ ~ .MAT ~ ~ RIALSISIJI'?PLI~1~ ~ Q~1'A ' . ,. , .. . . x, ~. ,;. ~, ~ , 9 , . , o ~. ~ .- , ~ . ~,~~. aa. ~ ... , Time Arrived: 12:30 AM Concrete Supplier: Cowtown Time Left: 2:00 PM Ticket #: 525645 Slump (Inches): 6 Truck #: 934 Concrete Temperature (F): 75 Time Batched: 4:02 AM Air Content: 4 Time Sampled: 4:40 AM Total No. of Test Cylinders Made 36 Product Code: 257 Total Cubic Yards Placed: 1030 Cement: N/A Added Water: N/A FI Ash: N/A Weather Conditions: Cloud & Warm Coarse Aggre ate: N/A Air Temperature (F): 75 Water: N/A Unit Weight of Fresh Concrete: 148 % Air Content : N/A Specimen Age Date Unit Wt. Total Load Campressive Type of Strength', Regtaired Number Da s ` Tested cf Lbs. Stren th si Fracture si/da s 4A 7 7/13/09 146 97,000 3430 Single Shear 3600/28 46 14 7/20/09 147 113,000 3996 Sin le Shear 3600/28 4C 28 8/3/09 148 136,000 4810 Single Shear 3600/28 4D 28 8/3/09 148 137,000 4845 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 SES~T SE&T Remarks: Tested concrete meetslexceeds required strength. ~ Very Truly Yours, / e ai ,Lab 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 our company name m ust 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/CPI STR27/LL 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 SE&T Failure Testing Investigation 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: 8/3/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 7/6/09 Coppell, TX PROJECT NO.: 108TX5K9 ATTN: Brandon Parker REPORT NO.: 27 SE&T TECHNICIAN: Todd Wheatley LOCATION OF PLACEMENT: South Firelane - 360' East of West Firelane PAGE 5 OF 10 ~~ v~ -~ z~ ~~~~r` TEST DATA ~ y ~~~ ~. £' . ~~.z ~ I~IA7E I21ALSISUPPLIE~ M~a ~~ ~~~ ~ ~~~ Time Arrived: 12:30 AM Concrete Supplier: Cowtown Time Left: 2:00 PM Ticket #: 525655 Slump (Inches): 4.5 Truck #: 927 Concrete Temperature (F): 75 Time Batched: 4:51 AM Air Content: 4.6 Time Sampled: 5:30 AM Total No. of Test C tinders Made 36 Product Code: 257 Total Cubic Yards Placed: 1030 Cement: N/A Added Water: N/A FI Ash: N/A Weather Conditions: Cloud & Warm Coarse Ag re ate: N/A Air Temperature (F): 75 Water: N/A Unit Weight of Fresh Concrete: 148 % Air Content : N/A Specimen Age Date Unit Wt. Total Laad Compressive Type of Strength Required,; !Number Da s Tested cf ' Lbs. Stren th si Fracture psi/da s 5A* 7 7/13/09 - - - - 3600/28 5B 14 7/20/09 148 111,000 3925 Single Shear 3600/28 5C 28 8/3/09 148 142,000 5022 Sin le Shear 3600/28 5D 28 8/3/09 148 140,000 4951 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 SE&T Remarks: Tested concrete meets/exceeds required strength. Very Truly Yours, 1 _ Mid ain , 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/CPISTR27/LL SAM ENGINEERING ~ ~ESTING, L. P. Serving The Geo-Industry Since 1974 1115 Luke Street, Suite 100 Irving, Texas 75061 Phone: (972) 790-1910 • FAX: (972) 790-0967 Geotechnicai Materials SE&T Failure Testing Investigation 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: 8/3/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 7/6/09 Coppell, TX PROJECT NO.: 108TX5K9 ATTN: Brandon Parker REPORT NO.: 27 SE&T TECHNICIAN: Todd Wheatley LOCATION OF PLACEMENT: South Firelane - 460' East of West Firelane PAGE 6 OF 10 ~~~ pp,~~~ ~ ~TES~.,~~~~ .~~... ~~ `. ,..,' ~ ~~~ ~~~;MATE RIALS/,BUFF n~E~~aA'TA,^a~~~~ ~ ... .., ,.. .. „ ~ ...... ,-..-.,,.~r. Time Arrived: 12:30 AM Concrete Supplier: Cowtown Time Left: 2:00 PM Ticket #: 525665 Slum (Inches): 4.5 Truck #: 929 Concrete Temperature (F): 75 Time Batched: 5:37 AM Air Content: 4.4 Time Sampled: 6:20 AM Total No. of Test C tinders MadE 36 Product Code: 257 Total Cubic Yards Placed: 1030 Cement: N/A Added Water: N/A FI Ash: N/A Weather Conditions: Cloud & Warm Coarse A re ate: N/A Air Temperature (F): 75 Water: N/A Unit Weight of Fresh Concrete: 148 % Air Content : N/A Specimen Age Date Unit Wt. Total Load Compressive Type of Strength,Requred ! Number Da s Tested pcf Lbs. Streit th phi Fracture si/da s 6A'` 7 7/13/09 - - - - 3600/28 6B 14 7/20/09 147 109,000 3855 Single Shear 3600/28 6C 28 8/3/09 147 140,000 4951 Single Shear 3600/28 6D 28 8/3/09 148 142,000 5022 Single Shear 3600/28 Curing ASTM C-31 Test Method Cylinders Made By: Cylinders Tested By: Slump ASTM C-143 ASTM C-39 & 231 SEB~T SE&T Remarks: Tested concrete meets/exceeds required strength. Very Truly Yours, -_- --- ab Mana r & 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/CPISTR27/LL ~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 Investigation 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: 8/3/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 7/6/09 Coppell, TX PROJECT NO.: 108TX5K9 ATTN: Brandon Parker REPORT NO.: 27 SE8~T TECHNICIAN: Todd Wheatley LOCATION OF PLACEMENT: East Firelane - 255' North of Sandy Lake Rd. PAGE 7 OF 10 ~. ~, ~~ ~ u~ ~ ~. ~.~@ : ~, ;TEST DATA ~~ 4i , ~~ ~ ,~ ~ `..,~~ ~`~~ / "` ~// ~~ ~MA,~.~ ~I,AL~lS., ~~~ r~w ~ TA, b0£ ~ ~ ~ ~ ;~P Time Arrived: 12:30 AM Concrete Supplier: Cowtown Time Left: 2:00 PM Ticket #: 525675 Slump (Inches): N/A Truck #: 922 Concrete Temperature (F): 83 Time Batched: 6:28 AM Air Content: 3.9 Time Sampled: 7:40 AM Total No. of Test Cylinders Made 36 Product Code: 257 Total Cubic Yards Placed: 1030 Cement: N/A Added Water: 10 Gallons FI Ash: N/A Weather Conditions: Cloud & Warm Coarse Ag regate: N/A Air Temperature (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 s Tested cf -- Lbs. Stren th si Fracture . si/da s 7A" 7 7/13/09 - - - - 3600/28 7B 14 7/20/09 146 107,000 3784 Single Shear 3600/28 7C 28 8/3/09 146 130,000 4597 Sin le Shear 3600/28 7D 28 8/3/09 147 134,000 4739 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, / . M~ a ain ,Lab 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 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/CPISTR27/LL 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 SE&T Failure Testing Investigation Environmental CONCRETE PLACEMENT INSPECTION & STRENGTH TEST RFpnRT CLIENT: SCI Construction, LTD STANDARD 6" X 12" . 5467 New Copeland Rd. AREA 28.27 SQ. IN. Tyler, TX 75703 REPORT DATE: 8/3/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 7/6/09 Coppell, TX PROJECT NO.: 108TX5K9 ATTN: Brandon Parker REPORT NO.: 27 SE&T TECHNICIAN: Todd Wheatley LOCATION OF PLACEMENT: East Firelane - 195' North of Sandy Lake Rd. PAGE 8 OF 10 ~~ ~~ .~~. y s~ ~~` ~ ~ ~; ~~ Tr=s-r ipara ~~ ~~~~ ~~~ ~ ~ ~~" ~ ~ _ ~~ ~~~ ~~ ~ ~~Ma ~ ~i ~ ~~SrS~~,~li~ ~~~~ , : ~` ~j Time Arrived: 12:30 AM Concrete Sup tier: Cowtown Time Left: 2:00 PM Ticket #: 525685 Slump (Inches): 5 Truck #: 914 Concrete Temperature (F): 80 Time Batched: 7:14 AM Air Content: 4.4 Time Sampled: 8:35 AM Total No. of Test Cylinders Made 36 Product Code: 257 Total Cubic Yards Placed: 1030 Cement: N/A Added Water: 10 Gallons FI Ash: N/A Weather Conditions: Cloudy & Warm Coarse A regate: N/A Air Temperature (F): 78 Water: N/A Unit Weight of Fresh Concrete: 147 % Air Content : N/A ,Specimen Age Date Unit Wt. Total Load Compressive Type of Strength: Required Number Da s ' Tested cf ' Lbs.' Stren th psi Fracture psilda s 8A* 7 7/13/09 - - - - 3600/28 8B 14 7/20/09 147 106,000 3748 Single Shear 3600/28 8C 28 8/3/09 147 130,000 4597 Single Shear 3600/28 8D 28 8/3/09 147 129,000 4562 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 SE&T Remarks: Tested concrete meets/exceeds required strength. Very Truly Yours, ___ _~ -- _ Mi~ai a an r & 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/CPISTR27/LL ~7AMI 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 Investigation Environmental CONCRETE PLACEMENT INSPECTION & STRFNrTN TFSZ' R~pnRT CLIENT: SCI Construction, LTD STANDARD 6" X 12" 5467 New Copeland Rd. AREA 28.27 SQ. IN. Tyler, TX 75703 REPORT DATE: 8/3/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 7/6/09 Coppell, TX PROJECT NO.: 108TX5K9 ATTN: Brandon Parker REPORT NO.: 27 SE&T TECHNICIAN: Jude Brignac LOCATION OF PLACEMENT: East Firelane - 120' North of Sandy Lake Rd. PAGE 9 OF 10 f ;s:.~ ..~ , , : , . ..,.... ~n.. LS/SUP^~ a ~s Time Arrived: 12:30 AM Concrete Supplier: Cowtown Time Left: 2:00 PM Ticket #: 525696 Slump (Inches): 6 Truck #: g27 Concrete Temperature (F): 84 Time Batched: 9:01 AM Air Content: 5 Time Sampled: 9:55 AM Total No. of Test C tinders Made 36 Product Code: 257 Total Cubic Yards Placed: 1030 Cement: N/A Added Water: N/A Fly Ash: N/A Weather Conditions: Cloudy & Warm Coarse A re ate: N/A Air Temperature (F): 82 Water: N/A Unit Weight of Fresh Concrete: 147 % Air Content : N/A ,Specimen `.Age Date Unit Wt. Total Load Compressive Type of Strength Required Number `Da s Tested cf Lbs. Stren th si Fracture psilda s 9A 7 7/13/09 146 102,000 3607 Single Shear 3600/28 96 14 7/20/09 147 110,000 3890 Single Shear 3600/28 9C 28 8/3/09 146 122,000 4314 Single Shear 3600/28 9D 28 8/3/09 147 121,000 4279 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 SE8~T Remarks: Tested concrete meets/exceeds required strength. Very Truly Yours, ~' M~ e 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 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/CPISTR27lLL 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 SE&T Failure Testing Investigation Environmental CONCRETE PLACEMENT INSPECTION & STRENrTH TEST RFpnRT CLIENT: SCI Construction, LTD STANDARD 6" X 12" 5467 New Copeland Rd. AREA 28.27 SQ. IN. Tyler, TX 75703 REPORT DATE: 8/3/09 PROJECT: Pro. Denton Creek Nursing Home 1410 E. Sandy Lake Rd. SAMPLE DATE: 7/6/09 Coppell, TX PROJECT NO.: 108TX5K9 ATTN: Brandon Parker REPORT NO.: 27 SE8~T TECHNICIAN: Jude Brignac LOCATION OF PLACEMENT: East Firelane - 70' North of s r Sandy Lake Rd. PAGE 10 OF 10 3~ ~z ~~TEST ©AiT~ ~~, ~ ~ ~ ~~~ ,,, ._. : ,:x y,.. ~>:. ».,~k -. ~ ..».,.w.. .., - .. ~_, n,. .. . , ,~ ',: /.~ ~ ; ,,,, ri~ ~, eg~~ nf,~3,. ,: P,.. ~ .;~IIATE t ~ ~ F~MAL,S/SUPI?, ...~ ~ ~~~'~~ ~ ?:x Time Arrived. 12:30 AM Concrete Supplier. Cowtown Time Left: 2:00 PM Ticket #: 525709 Slump (Inches): 7 Truck #: 934 Concrete Temperature (F): 84 Time Batched: 12:23 PM Air Content: 5 Time Sampled: 1:00 PM Total No. of Test Cylinders Made 36 Product Code: 257 Total Cubic Yards Placed: 1030 Cement: N/A Added Water: 10 Gallons FI Ash: N/A Weather Conditions: Cloudy & Warm Coarse A regate: N/A Air Temperature (F): 86 Water: N/A Unit Weight of Fresh Concrete: 146 % Air Content : N/A Specimen Age. Date Unit Wt. Total Load Compressive Type of Strength Required `Number Da s Tested:: pcf Lbs. Stren th psi Fracture ` psi/da s 10A 7 7/13/09 142 87,000 3076 Single Shear 3600/28 10B 14 7/20/09 145 98,000 3466 Single Shear 3600/28 10C 28 8/3/09 144 114,000 4031 Sin le Shear 3600/28 10D 28 8/3/09 144 116,000 4102 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 SE&T Remarks: Tested concrete meets/exceeds required strength. Very Truly Yours, _~~, ~_ _ - I~~ a a ice 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/CPISTR27/LL