Denton Creek NH-LR090811AM 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: 8/11/09
PROJECT: Pro. Denton Creek Nursing Home
1410 E. Sandy Lake Rd. SAMPLE DATE: 7/13/09
Coppell, TX
PROJECT NO.: 1t)8TX5K9
ATTN: Brandon Parker
REPORT NO.: 29
SE8~T TECHNICIAN: Robert James
LOCATION OF PLACEM
ENT: Sidewalk N. of Sandy Lake 35' W. of E. Entrance PAGE 1 OF 2
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~~~~~~ ~ _.~~. ~.~,,~x~ ~...... . , ,y.. ~.... ~ ~ ~
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Time Arrived: 11:00 AM Concrete Supplier: ~owtown Redi-M.ix
Time Left:. 3:00 PM Ticket #: 525928
Slum (Inches): 6.5" Truck #: 932
Concrete Temperature (F): 92 Time Batched: 10:49 AM
Air Content: N/A Time Sampled: 11:45 AM
Total No. of Test Cylinders Made 8 Product Code: 245
Total Cubic Yards Placed: 65 Cement: N/A
Added Water: N/A FI Ash: N/A
Weather Conditions: Partl Cloud & Hot Coarse A re ate: N/A
Air Temperature (F): 96 Water: N/A
Unit Weigh
- t of Fresh Concrete: 147 % Air Content : N/A
:~ .
Specimen
Age
Date
'unit 1f19t.
Iota! Lmad
Compressive
Type of
Strength Required,..
Number Da s Tested pcf I_bs 5tren th `si Fracture: psi/days
1A
7
7/20/09
143
51,000
1803
Sin le Shear ...
3000/28
i B 14 7/27/09 146 63,000 2228 Sin le Shear 3000/28
1C 28 8/10/09 .146: 88,000 3113 Sin le Shear 3000/28
1D 28 8/10/09 146 93,000 3289 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,
' e aint, La ager & 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 samnlas
G:/2009/108tx5k9/CpistrlCPISTR29/SA
AM NGlNEERING ~ .TEST'ING, L.P.
Serving The Geo-Industry Since 1974
1 115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 • FAX: (972) 790-0967
Geotech nical
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: 8/11/09
PROJECT: Pro. Denton Creek Nursing Home
1410 E. Sandy Lake Rd. SAMPLE DATE: 7/13/09
Coppell, TX
PROJECT NO.: 108TX5K9
ATTN: Brandon Parker
REPORT NO.: 29
SE8~T TECHNICIAN: Robert James
LOCATION OF PLACEMENT: Paving W. Entrance 8'N & 30' W PAGE 2 OF 2
`:~,: ~,.,....~`,.~ .. ~ ... T~sST DATgf .° ..., *., . ,. kA~. „`a _.. , Y.. , °;' . x. ..- ..MAT~ F21ALSiSUPPLIER DATA
Time Arrived: 11:00 AM Concrete Supplier: Cowtown Redi-Mix
Time Left: 3:00 PM Ticket #: 525934
Slump (Inches): 5" Truck #: 932
Concrete Temperature (F): 94 Time Batched: 1:25 PM
Air Content: 4.75% Time Sampled: 2:20 PM
Total No. of Test Cylinders Made 8 Product Code: 257
Total Cubic Yards Placed: 65 Cement: N/A
Added Water: N/A FI Ash: N/A
Weather Conditions: Partl Cloud & Hot Coarse Ag re ate: N/A
Air Temperature (F): 100 Water: N/A
Unit Weigh t of Fresh Concrete: 147 % Air Content : 4.75%
S ecimen
~1? Agee: Date Unit Wt. T®tal load Com ressive
la 7
ype of
Strength Required
";Number Da s Tested pcf Lbs. Strength si Fracture psi/days
2A 7 7/20/09 146 88,000 3112 Single Shear 3600/28
26 14 7/27/09 147 94,000 3324 Sin ie Shear 3600/28
2C 28 8/10/09 147 115,000 4067 Sin le Shear 3600/28
2D 28 8/10/09 148 120,000 4244 Sin le Shear 3600/28
Curing ASTM C-31 Test Method Cylinders-Made By: Cylinders Tested t3y:
Slump ASTM C-143 ASTM C-39 & 231 SEBT SE8~T
Remarks: Tested concrete meets/exceeds required strength.
Very Truly Yours,
e ager & 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/CPISTR29/SA