Vista Ridge 1R-8 D-LR050901SAM ENGINEERING & TESTING, INC.
Serving The GeD-Industry Since 1974 ~
'~ 1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
CLIENT:
PROJECT:
CONCRETE PLACEMENT INSPECTION & STRENGTH
Neal Heckel
'ECHNIClAN: Mark Brumley
PLACEMENT:
JBP, LP
5301 Village Creek Drive, Suite A
Piano, TX 75093
TH~e~nt
Lewisville & Coppell, TX ..~/i¢ fl
Sta # 9+50
TEST REPORT
STANDARD 6" X 12"
AREA 28.27 SQ. IN.
REPORT DATE: 9/1/05
SAMPLE DATE: 8~4~05
PROJECT NO.: 308TXIK8
REPORT NO.: t4
PAGE 1 OF 6
Time Arrived: 7:00 AM
Time Left: 4:00 PM
;lump (Inches): 2
;oncrete Temperature (F): 85
, Air Content: 4
Total No. of Test Cylinders Made: 24
Total Cubic Yards Placed: 900
Added Water: N/A
Weather Conditions:
Sunny & Hot
90
Concrete Supplier:
Ticket #:
Truck #:
Time Batched:
Time Sampled:
Product Code:
Cement:
Air Temperature (F):
Unit Wei t of Fresh Concrete: 149 Air Content:
Fly Ash:
Coarse A~re~ate:
Water:
Gilco
N/A
N/A
8:15 AM
8:30 AM
N/A
N/A
N/A
N/A
N/A
N/A
lB
1C
1D 9/1/05 148 122,000
Curing ASTM C-31 Test Method Cylinder
Slump ASTM C-143 ASTM C-39 & 231 SE&T
Remarks: Tested concrete meets/exceeds required strength.
a By:
;e Shear
3500/28
3500~28
3500/28
3500/28
Cylinders Tested By:
SE&T
Very Truly Yours, ~/e~l~ ¢ / Vj
Sadik (SAM)N-Musawe, M.Sc., Ph.D., P.E.
Civil & Environmental Engineer
Texas Registration Number: 61893
This report is for the sole use of the client addressed. The use of our company name must receive our prior wdtten consent.
This report only applies to the samples tested and does not necessarily represent identical or similar samples.
G:12005i308txik51CpistrlCpistr141BE
SAM ENGINEERING & TEST .G, NC.
Serving The Geo-lndustry Since 1974
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
Geotechn~cal
Environmental
CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT
CLIENT:
JSP, LP
5301 Village Creek Drive, Suite A
Piano, TX 75093
PROJECT:
The Plaza Infrastructure
Highway 121 & Ridgemont
Lewisville & Coppell, TX
ATTN: Neal Heckel
~E&T TECHNICIAN: Mark Brumley
.OCATION OF PLACEMENT: Pavin Plaza Blvd.
Time Arrived: 7:00 AM
Time Left: 4:00 PM
2
STANDARD 6" X 12"
AREA 28.27 SQ. IN.
REPORT DATE: 9/1/05
SAMPLE DATE: 8/4/05
PROJECT NO.: 308TXIK5
REPORT NO.: 14
Sta # 11+00 PAGE 2 OF 6
Concrete Supplier: Gilco
Ticket #: N/A
Truck #: N/A
Concrete Temperature (FI:
89 Time Batched: 9:00 AM
% Air Content: 5 Time Sampled: 9:15 AM
Total No. of Test Cylinders Made: 24
Product Code: N/A
Total Cubic Yards Placed:
900 Cement: N/A
Added Water. N/A Ash: N/A
Weather Conditions: Sunny & Hot
90
ht of Fresh Concrete: 148
N/A
Water: N/A
% Air Content: N/A
2A 7 8/11/05 147 99,000 3501 le Shear
2B 14 8/18/05 148 108,000 3819
2C 28 9/1/05 148 126,000 4456 Single Shear
2D 28 9/1/05 148 128,000 4527 Shear
Curing ASTM C-31 Test Method Cylinder Made By:
) ASTM (~ ASTM C-39 & 231 SE&T
Remarks: Tested concrete meets/exceeds required strength.
3500/28
3500/29
3500/30
3500/31
Cylinders Tesled By:
SE&T
Very Truly Yours,
Sadik (SAM)Al-Musawe, M.Sc., Ph.D., P.E.
Civil 8, Environmental Engineer
Texas Registration Number: 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:/2005/308txik51CpistrlCpistr141BE
SAM ENGiNEERiNG & TESTING, mc.
Serving The Goo-Industry Since 1974 .~
1115 Luke Street, Suite 1 O0
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
CONCRETE PLACEMENTINSPECTION & STRENGTH TEST REPORT
CLIENT:
JBP, LP
5301 Village Creek Drive, Suite A
Piano, TX 75093
PROJECT: The Plaza Infrastructure
Highway 121 & Ridgemont
Lewisville & Coppell, TX
ATTN: Neal Heckel
SE&T TECHNICIAN: Mark Rrumley
STANDARD 6" X 12"
AREA 28.27 SQ. IN.
REPORT DATE: 9/1/05
AMPLE DATE: 8/4/05
ROJECT NO.: 308TXlK5
REPORT NO.: 14
LOCATION OF PLACEMENT:
Lewisville Dr. ~ Sta # 6+00
PAGE 3 OF 6
Time Arrived: 7:00 AM
Time Left: 4:00 PM
Slump (Inches): 2
Concrete Temperature (F): 90
% Air Content: N/A
Total No. of Test Cylinders Made:
Total Cubic Yards Placed:
24
9O0
Added Water: N/A
Weather Conditions:
Air Temperature (F):
Sunny & Hot
95
Concrete Supplier:
Ticket #:
Truck #:
Time Batched:
Time Sampled:
Product Code:
Cement:
FI}, Ash:
Coarse A~gre~ate:
Water:
147 % Air Content:
Gilco
N/A
N/A
12:00PM
12:15 PM
N/A
N/A
N/A
N/A
N/A
N/A
7 8/11/05 148 96,000 3395
14 8/18/05 148 109,000 3855
28 9/1/05 147 119,000 4208
28 9/1/05 148 120,000 4244
Test Method
~ ASTM C-143 ASTM C-39 & 231 SE&T
3500/28
3500~28
3500/28
3500/28
Cylinders Tested By:
SE&T
Remarks: Tested concrete meets/exceeds required strength.
Very Truly Yours,
Sadik (SAM) AI-Musawe, M.Sc., Ph.D., P.E
Civil & Environmental Engineer
Texas Registration Number: 61893
This report is for the sole use of the client addressed. The use of our company name must receive our pdor written consent.
This report only/applies to the samples tested and does not necessarily represent identical or similar samples.
G:/2005/308txik51Cpistr/Cpistr14/BE
SAM ENGINEERING & TESTING, INC.
iServing The Goo-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:
JBP, LP
5301 Village Creek Ddve, Suite A
Piano, TX 75093
PROJECT:
The Plaza Infrastructure
Highway 121 & Ridgemont
Lewisville & Coppell, TX
~.TTN: Neal Heckel
SE&T TECHNICIAN: Mark Brumley
LOCATION OF PLACEMENT:
Time Arrived:
Plaza Blvd.
7:00 AM
Sta # 4+50
Time Left: 4:00 PM
2
Concrete Temperature (F): 95
% Air Content: 4
Total No. ~ 24
Placed: 900
STANDARD 6" X 12"
AREA 28.27 SQ. IN.
REPORT DATE: 9/1/05
SAMPLE DATE: 8/4/05
PROJECT NO.: 308TXlK5
REPORT NO.: t4
PAGE 4 OF 6
Concrete Supplier: Gilco
Ticket #: N/A
Truck #: N/A
Time Batched: 2:45 PM
Time Sampled: 2:50 PM
Product Code: N/A
Cement: N/A
Added Water:. N/A
Weather Conditions: Sunny & Hot
98
Ash: N/A
Coarse A~re~ate: N/A
Water:. N/A
'tt of Fresh Concrete: 147
~t: N/A
4A 7 8/11/05 147 97,000
4B 14 8/18~05 147 109,000
4C 28 9/1/05 148 118,000
4D 28 9/1/05 149 119,000
Curing ASTM C-31 Test Method
) ASTM C-143 ASTM C-39 & 231
Remarks: Tested concrete meets/exceeds required strength.
3430 Shear 3500~28
3855 Shear 3500~28
4173 le Shear 3500/28
4208 le Shear 3500/28
CylinderMadeBy:
SE&T
Cylinde~TestedBy:
SE&T
Very Truly Yours,
Sadik (SAM)AI-Musawe, M.Sc., Ph.D., P.E.
Civil & Environmental Engineer
Texas Registration Number: 61893
]'his report is for the sole use of the client addressed. The use of our company name must receive our prior written consent.
]'his report only applies to the samples tested and does not necessarily represent identical or similar samples.
G:/20051308txik51Cpistr/CDistr14/BE
SAM ENGINEERING ~ TESTING, INC.
Serving The Goo-Industry Since 1974 .~
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
CLIENT:
PROJECT:
CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT
JBP, LP 'STANDARD 6" X 12"
5301 Village Creek Drive, Suite A AREA 28.27 SQ. IN.
Plane, TX 75093
The Plaza Infrastructure
Highway 121 & Ridgemont
Lewisville & Coppell, TX
~.TTN: Neal Heckel
SE&T TECHNICIAN: Mark Brumley
LOCATION OF PLACEMENT:
REPORT DATE: 9/1/05
SAMPLE DATE: 8/4/05
PROJECT NO.: 308TXlK5
REPORT NO.: 14
Sta # 7+00 PAGE 6 OF 6
Time Arrived: 7:00 AM
Time Left: 4:00 PM
2
Concrete Temperature (F):
% Air
95
5
Total No. of Test C~,linders Made: 24
Total Cubic Yards Placed: 900
Added Water: N/A
Weather Conditions: Sunny & Hot
97
Concrete Su Gilco
Ticket #: N/A
Truck #: N/A
rime Batched: 1:45 PM
Time 2:00 PM
Product Code: N/A
Cement: N/A
~ Ash: N/A
Coarse Aggregate: N/A
Water: N/A
Unit Fresh Concrete: 149 % Air Content: N/A
5A 7 8/11/05 149 114,000 4031 le Shear
5B 14 8/18/05 150 120,000 4245
5C 28 9/1/05 149 129 000 4562 le Shear
5D 28 9/1/05 147 133,000 4703 le Shear
Curing ASTM C-31. Test Method Cylinder Made By:
~ ASTM C-143 C-39 & 231 SE&T
Remarks: Tested concrete meets/exceeds required strength.
Very Truly Yours,
Sadik (SAM) AI-Musawe, MSc., Ph.D., P.E.
Civil & Environmental Engineer
Texas Registration Number: 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.
3500/28
3500/28
3500/28
3500/28
Cylinders Tested By:
SE&T
G:12005/308txikSICI)istr/CDistr141BE
E.G .EERI.G & TEST .G, I.C.
~ Serving The Geo,,ndustry Since 1974 '~
1115 Luke Street, Suite 100
irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
CLIENT: JBP, LP
5301 Village Creek Drive, Suite A
Piano, TX 75093
PROJECT:
CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT
~D 6" X 12"
AREA 28.27 SQ. IN.
Plaza Blvd
The Plaza Infrastructure
Highway 121 & Ridgemont
Lewisville & Coppell, TX
! Sta # 9+50
AT'I'N: Neal Heckel
SE&T TECHNICIAN: Mark Brumley
LOCATION OF PLACEMENT:
Time Ardved: 7:00 AM
Time Left: 4:00 PM
3
Concrete 89
% Air Content: 4
Total No. of Tes 24
Total Cubic Yards Placed: 900
Added Water: N/A
Weather Conditions:
Sunny & Hot
98
N/A
~ht of Fresh Concrete:
REPORT DATE: 9/1/05
SAMPLE DATE: 8/4/05
PROJECT NO.: 308TXIK6
REPORT NO.: 14
Ticket #:
Truck #:
Time Batched:
Product Code:
Cement:
~ Ash:
Water:
% Air Content:
PAGE 6 OF 6
Gilco
N/A
N/A
3:00 PM
3:15 PM
N/A
N/A
N/A
N/A
N/A
N/A
6A 7 8/11/05 150
6B 14 8/18105 150
6C 28 9/1/05 150
6D 28 9/1/05 150
Curing ASTM C-31 Test Method
121 000 4279
128 000 4527
136,000 4810
141,000 4986
Cylinder Made By:
le Shear 3500/28
'eShear 3500/28
Shear 3500/28
Shear 3500/28
CylindemTested By:
SE&T
) ASTM C-143 & 231
Remarks: Te_~f_ed co~c~e{= meets/e_~:c_~Gs required strength.
Ve~ Truly Yours,
SE&T
Sadik (SAM) AI-Musawe, MSc., Ph.D., P.E.
Civil & Environmental Engineer
Texas Registration Number: 61893
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent.
applies to the samples tested and does not necessarily_represent identical or similar samples.
;LIENT:
SAM ENGINEERING & TESTING, L.P.
Serving The Geo-lndustry Since 1974
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
Geotechnical
Environrneetal
CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT
JBP, LP STANDARD 6" X 12"
AREA 28,27 SQ. IN.
~ROJECT:
ATTN:
5301 Village Creek Drive, Suite A
Piano, TX 75093
The PI~
Higtw~ 121 & Ridgemont
Lewisville & Coppell, TX
Neal Heckel
INICIAN: Adel Alhemidawi
~s3+80&6+50
REPORT DATE: 9/1/05
SAMPLE DATE: 8/31/05
PROJECT NO.: 308TXIK5
REPORT NO.: 19
PAGE 1 OF 1
Time Arrived:
Left:
2:10 PM LMC
4:10 PM Ticket #: 3200487
4 1026
98 . BatcheS,: 2:25 PM
3 :Time Sampled: 3:05 PM
Product Code: 1701
ement: N/A
% Air Content:
Total No. of Test Cylinders Made:
Total Cubic Yards Placed:
Added Water:
Weather Conditions:
Air Temperature (F):
lA 7
lB 14
1C 28
1D 28
10
N/A
Sunny & Hot
98
149
Curing ASTM C-31
Slump ASTM C-143
9/7/05
9/14/05
9/28/05
9/28/05
Test Method
ASTM C-39 & 231
Ash: N/A
oarae Aggre.~la~e: N/A
Water: N/A
% Air Content:
N/A
Cylinder Made By:
SE&T
4200/28
4200/28
4200/28
4200128
Cylinders Tested By:
Remarks:
Very Truly Yours,
Sadik (SAM) AI-Musawe, M.S~E:
Civil & Environmental Engineer
Texas Registration Number: 61893
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent.
his report only applies to the s-,i,~p~es tested and does not necessarily represent identical or similar samples.
G:12OO51308txik51CpistrlCpistrl 9/SF