Vista Ridge 1R-8 D-LR051031 E.G .EE. .G & TEST .G, ,.r,.
Serving The Gee-Industry Since 1974 ,~
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
Geotech~cal
CLIENT:
=ROJECT:
CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT
JBP, LP
5301 Village Creek Drive, Suite A
Piano, TX 75093
The Plaza Infrastructure
Highway 121 & Ridgemont
Lewisville & Coppell, TX
~.TTN: Neal Heckel
iE&T TECHNICIAN: Brian Taylor
)CATION OF PLACEMENT:
Inlet Throats- Plaza Blvd. @ Sta #
11+50, 6+50 & 3+80
STANDARD 6" X 12"
AREA 28.27 SQ. IN.
REPORT DATE: 10/31/05
SAMPLE DATE: 9/16/05
PROJECT NO.: 308TXlK5
REPORT NO.: 29
PAGE1OFt
Ardved: 2:30 PM
Left: 3:30 PM
4
92
Air Content: 1.3
Total No. of Test Cylinders Made: 4
Total Cubic Yards Placed: 10
Added Water: N/A
;onditions: Warm & Partly Cloudy
90
of Fresh Concrete: 144
LMC
3201353
Truck #: 1049
Time Batched: 1:57 PM
Time Sampled: 2:35 PM
Product Code: 1851
Cement: N/A
Fly Ash: N/A
Coarse Aggregate: N/A
Water: N/A
Air Content: N/A
lA 7 9/23/05 149
1 B 14 9/30/05 149
1C 28 10/28/05 149
1D 28 10/28/05 149
Curing ASTM C-31
C-143
Remarks:
111,000
125,000
132,000
& 231
Tested concrete meets/exceeds required strength.
3890 Sin~lle Shear 4200/28
3925 : Shear 4200/28
4220 4200/28
4668 le Shear 4200/28
By:
Cylinders Tested By:
SE&T
Very Truly Yours,
Sadik (SAM) AI-Musawe, MSc., Ph.D., P.E.
:ivil & Environmental Engineer
istration 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 ; applies to the samples tested and does not necessarily represent identical or similar samples.
G:120051308txik51CpistrlCpistr291BE
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
CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT
CLIENT:
PROJECT:
JBP, LP
5301 Village Creek Drive, Suite A
Piano, TX 75093
The Plaza Infrastructure
Highway 121 & Ridgemont
Lewisville & Coppell, TX
ATTN: Neal Heckel
SE&T TECHNICIAN: Danny Speaks
LOCATION OF PLACEMENT:
' 121 Turnlane- 800'
Time Arrived: 6:00 AM
Left: 12:30 PM
Slump (Inches): 4
Concrete Temperature (F): 58
% Air Content: N/A
STANDARD 6" X 12"
AREA 28.27 SQ. IN.
REPORT DATE: 10/31/05
;AMPLE DATE: 9/30/05
~ROJECT NO.: 308TXlK5
REPORT NO.: 33
Total No. of Test Cylinders Made: 8
Total Cubic Yards Placed: 180
Added Water: N/A
Weather Conditions: Overcast & Warm
Air Temperature (F): 64
' Fresh Concrete: N/A
OF 2
Concrete Supplier: Beall
Ticket #: 13649693
Truck #: 110
Time Batched: 5:29 AM
Time Sampled: 6:40 AM
Product Code: 340L504
Cement: N/A
FI), Ash: N/A
Coarse Aggregate: N/A
Water: N/A
% Air Content: N/A
1A 7 10/7/05 150 119,000 4208
lB 14 10/14/05 149 126,000 4456
lC 28 10/28/05 149 130,000 4597
1D 28 10/28/05 149 132,000 4668
Cudng ASTM C-31 Test Method Cylinder Made By:
Slump ASTM C-143 ASTM C-39 & 231 SE&T
Shear
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.
G:120051308txik51CpistrlCpistr331BE
S^M E.G .EER .G & TEST .G, '...
Serving The Geo-lndustry Since 1974
1115 Luke Street, Suite 1OO
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
CONCRETE PLACEMENT INSPECTION & STRENGTH TEST
CLIENT:
JBP, LP
5301 Village Creek Drive, Suite A
Piano, TX 75093
~ROJECT:
~,TTN:
The Plaza Infrastructure
Highway 121 & Ridgemont
Lewisville & Coppell, TX
Neal Heckel
REPORT
STANDARD 6" X 12"
AREA 28.27 SQ. IN.
REPORT DATE: 10131/05
SAMPLE DATE: 9/30/05
PROJECT NO.: 308TXlK5
REPORT NO.: 33
Time Arrived:
'ime Left:
Slump (Inches):
Concrete Temperature (F):
% Air Content:
6:00 AM
12:30 PM
3oncrete supplier: Beall
Ticket #: 89047824
74
4 Truck #: 107
Time Batched: 11:05 AM
N/A.
Total No. of Test Cylinders Made: 8
Total Cubic Yards Placed: 180
Added Water: N/A
Weather Conditions: Overcast & Warm
80
;oncrete: N/A
10/7/05
Air Temperature (F):
2^ 7
2B 14
2C 28
2D 28
142
86,000
Time Sampled: 12:00 PM
Product Code: 340L1504
;ement: N/A
Curing ASTM C-31
Fly Ash: N/A
Coarse A~gregate: N/A
Water: N/A
% Air Content: N/A
3041
10/14/05 141 120,000 4244
10/28/05 143 125,000 4420
10/28/05 143 128,000 4527
Test Method
Cylinder Made By:
Slump ASTM C-143
ASTM C-39 & 231
SE&T
Sin~lle Shear
Single Shear
Single Shear
Single Shear
4000/28
4000~28
4000/28
4000/28
CylindemTestedOy:
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 prior wdtten consent.
This report only applies to the samples tested and does not necessarily represent identical or similar samples.
G:120051308txikSICpistrlCpistr331BE