Denton Creek NH-LR090730SAM Ef\{G(ntEERtNG ~ 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
7esting 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: 7/30/09
PROJECT: Pro. Denton Creek Nursing Home
1410 E. Sandy Lake Rd. SAMPLE DATE: 7/2/09
. Coppell, TX
PROJECT NO.: 108TX51(9
ATTN: Brandon Parker
REPORT NO.: 25
SE&T TECHNICIAN: Jude Brignac
LOCATION OF PLACEMENT: Bldg. Slab - 50'S x 5' W from NE Corner of Bldg
Section S1016 PAGE 1 OF 5
r.. TIFST DATA r
MATE
RIALS/SUPPLIER DATA
Time Arrived: 12:45 AM Concrete Supplier: Cowtown
Time Left: 7:45 AM Ticket #: 525535
Slump (Inches): 6 Truck #: 912
Concrete Tem erature F): 84 Time Batched: 12:51 AM
Air Content: N/A Time Sampled: 1:45 AM
Total No. of Test C tinders Made 20 Product Code: 345-67
Total Cubic Yards Placed: 500 Cement: N/A
Added Water: 15 Gallons FI Ash: N/A
Weather Conditions: Warm Coarse A re ate: N/A
Air Temperature (F): 84 Water: N/A
Unit Weight of Fresh Concrete: 147 % Air Content : N/A
Specimen Age; t3ate `Unit 1iVt. Total Load Compressive Type of Strength Required...':
~`Nunnber Da Tested cf Lbs. Stren th si Fracture si/da s
iA 7 7x'9/09 i46 80,000 2829 Sin le Shear 3000/28
1 B 14 7/16/09. 145 85,000 3006 Sin le Shear 3000/28
1C 28 7/30/09 146 90,000 3183 Sin le Shear 3000/28
1 D 28 7/30/09 148 95,000 3359 Single Shear 3000/28
Curing ASTM C-31 Test Method Cyliriders Made By: Cylinders Tested By:
Slump ASTM C-143 ASTM C-39 & 231 SES<T SES~T
Remarks: Tested concrete meets/exceeds required strength.
Very Truly Yours,
i
M~ 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/CPISTR25/SA
SAM ~NGlNEERtNG ~ ~ESTlNG, 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 SIE&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.
Tyier, T X 7 5703
REPORT DATE: 7/30/09
PROJECT: Pro. Denton Creek Nursing Home
1410 E. Sandy Lake Rd. SAMPLE DATE: 7/2/09
Coppell, TX
PROJECT NO.: 108TX5K9
ATTN: Brandon Parker
REPORT NO.: 25
SE&T TECHNICIAN: Jude Brignac
LOCATION OF PLACEMENT: Bldg. Slab - 30'S x 80' W from NE Corner of Bldg
Section S1016 PAGE 2 OF 5
;.
TEST 17ATA ~.,_ .,~, ~~
IWAT<=
RIA~S/SIJgPLI~R DATA
Time Arrived: 12:45 AM Concrete Supplier: Cowtown
Time Left: 7:45 AM Ticket #: 525546
Slump (Inches): 5 Truck #: 933
Concrete Temperature (F): 84 Time Batched: 1:49 AM
Air Content: N/A Time Sampled: 2:40 AM
Total No. of Test C tinders Made 20 Product Code: 345-67
Total Cubic Yards Placed: 500 Cement: N/A
Added Water: N/A FI Ash: N/A
Weather Conditions: Warm Coarse A re ate: N/A
Air Tem erature F): 84 Water: N/A
Unit Wei h t 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. Steen th si Fracture si/da s
2A 7/9;09 46 84,000 2970 Sin le Shear 3000/28
2B 14 7/16/09 146 96,000 3395 Single Shear 3000/28
2C 28 7/30/09 147 101,000 3572 Sin le Shear 3000/28
2D 28 7/30/09 148 103,000 3642 Single Shear 3000/28
Curing ASTM C-31 Test Method Cylinders Made By: Cylinders Tested 13y.
Slump ASTM C-143 ASTM C-39 & 231 SEB~T SEBT
Remarks: Tested concrete meets/exceeds required strength.
Very Truly Yours,
Mi Saint
Lab ana
er & Vice P
id
t
,
g
res
en
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/CPI5TR2'S/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 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.
Tyier, TX 75703
REPORT DATE: 7/30/09
PROJECT: Pro. Denton Creek Nursing Home
1410 E. Sandy Lake Rd. SAMPLE DATE: 7/2/09
Coppell, TX
PROJECT NO.: 108TX5K9
ATTN: Brandon Parker
REPORT NO.: 25
SE8~T TECHNICIAN: Jude Brignac
LOCATION OF PLACEMENT: Bldg. Slab - 40'S x 160' W from NE Corner of
Bldg. -Section S101 B PAGE 3 OF 5
TEST DATA f '
: MATE RIALS(SUPF~LI~R DATA
.
~...a . .. ,
:. ,....
,~. .
,
Time Arrived: 12:45 AM Concrete Supplier: Cowtown
Time Left: 7:45 AM Ticket #: 525555
Slump (Inches): 6 Truck #: 912
Concrete Temperature (F): 82 Time Batched: 2:33 AM
Air Content: N/A Time Sampled: 3:30 AM
Total No. of Test C tinders Made 20 Product Code: 345-67
Total Cubic Yards Placed: 500 Cement: N/A
Added Water: N/A FI Ash: N/A
Weather Conditions: Warm Coarse A regate: N/A
Air Temperature F : 84 Water: N/A
Unit Weight of Fresh Concrete: 147 % Air Content : N/A
Specimen Age Date Unit Wt. Total L®ad Compressive Type of Strength Required
~,,,
.:Number
Da s
Tested
cf
Lbs
Stren th si
.Fracture
si/da s
3A
? I~;~
7,:.;39 n Ar
.-,o ~7
,iJ,000
2758
Sirl ie Shear
3000128
3B 14 7/16/09 144 95,000 3359 Sin le Shear 3000/28
3C 28 7/30/09 146 97,000 3430 Sin le Shear 3000/28
3D 28 7/30/09 148 98,000 3466 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,
e S nt, 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/CPISTR25/SA
SAM ~NIGINEERING ~ 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 SEAT 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: 7/30/09
PROJECT: Pro. Denton Creek Nursing Home
1410 E. Sandy Lake Rd. SAMPLE DATE: 7/2/09
Coppell, TX
PROJECT NO.: 108TX5K9
ATTN: Brandon Parker
REPORT NO.: 25
SE&T TECHNICIAN: Jude Brignac
LOCATION OF PLACEMENT: Bldg. Slab - 10'S x 210' W from NE Corner of
Bldg. -Section S101 B PAGE 4 OF 5
r, TEST DATA <~~u ;MATE RIALS/SUPRt_IER DATA_
Time Arrived: 12:45 AM Concrete Sup tier: Cowtown
Time Left: 7:45 AM Ticket #: 525567
Slump Inches): 4.5 Truck #: 927
Concrete Temperature (F): 82 Time Batched: 3:30 AM
Air Content: N/A Time Sampled: 4:20 AM
Total No. of Test C tinders Made 20 Product Code: 345-67
Total Cubic Yards Placed: 500 Cement: N/A
Added Water: N/A FI Ash: N/A
Weather Conditions: Warm Coarse A re ate: N/A
Air Temperature (F): 82 Water: N/A
Unit Wei ht of Fresh Concrete: 148 % Air Content : N/A
R~pecnten Age Date Unit Wt. Total L®ad Compressive Type of Strength Required
Number Ca s Tested cf Lbs Sfren th si Fracture silda s
4A 7 7/9/x9 1'':~ 85,OCQ 3Gv6 Jlri~le `Jliec3r 3~O1)~Lt3
46 14 7/16/09 145 95,000 3359 Sin le Shear 3000/28
4C 28 7!30/09 146 105,000 3713 Sin le Shear 3000128
4D 28 7/30/09 148 108,000 3819 Single 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 SEBT
Remarks: Tested concrete meets/exceeds required strength.
Very Truly Yours,
e Salnt, 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/CPISTR25/SA
~AM ENGINEERING ~ ~ESTlNG, 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: 7/30/09
PROJECT: Pro. Denton Creek Nursing Home
1410 E. Sandy Lake Rd. SAMPLE DATE: 7/2/09
Coppell, TX
PROJECT NO.: 1 ~8TXSK9
ATTN: Brandon Parker
REPORT NO.: 25
SEBT TECHNICIAN: Jude Brignac '
LOCATION OF PLACEMENT: Bldg. Slab - 5'S x 260' W from NE Corner of
Bldg. -Section S101 B PAGE 5 OF 5
TEST DATA ;: :IVfATE
t, R IALS/~F;IPPLIER QATA
Time Arrived: 12:45 AM Concrete Supplier: Cowtown
Time Left: 7:45 AM Ticket #: 525575
Slump (Inches): 6.5 Truck #: 905
Concrete Temperature (F): 82 Time Batched: 4:45 AM
Air Content: N/A Time Sampled: 5:45 AM
Total No. of Test C finders Made 20 Product Code: 345-67
Total Cubic Yards Placed: 500 Cement: N/A
Added Water: N/A FI Ash: N/A
Weather Conditions: Warm Coarse A re ate: N/A
Air Tem erature (F): 78 Water: N/A
Unit Wei h t of Fresh Concrete: 147 % Air Content : N/A
~Speciimen Age.` ®ate Unit 1IVt• Total Load Compressive Type of" Strength Required
~_:Number Da s Tested cf Lbs,, Stren th si Fracture si/da s
5A 7 7/9.'49 1<i6 79,040 2794 ,i~ i~ ie S;ledr 3000128
5B 14 7/16/09 145 85,000 3006 Sin le Shear 3000/28
5C 28 7/30/09 146 100,000 3536 Single Shear 3000!28
5D 28 7/30/09 147 102,000 3607 Single 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,
Mi ain , La 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 nece ssarily represent identical or similar samples.
G:/2009/108tx5k9/Cpistr/CPISTR25/SA