Denton Tap 3A-LR060628SAM ENGINEERING TESTING, L.P.
It Serving The Geo- Industry Since 1974
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790 -1910 FAX: (972) 790 -0967
Materials
Testing
CONCRETE PLACEMENT INSPECTION STRENGTH TEST REPORT
Geotechnical
Environmental
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Failure
Investigation
CLIENT:
PROJECT:
ATTN:
Time Arrived:
Head Construction, Inc
3030 LBJ, Ste: 700
Dallas, TX 75234
Proposed Coppell Montessori Academy
136 Fitness Ct.
Coppell, TX
Ken He
SEAT TECHNICIAN: Justin Speaks
LOCATION OF PLACEMENT: Sidewalk S. Of BId
7:00 AM
STANDARD 6" X 12"
AREA 28.27 SQ. IN.
Sta 1 +62 PAGE 1 OF 1
REPORT DATE:6 /28/06
SAMPLE DATE: 5/31/06
PROJECT NO.: 817TXIK5
REPORT NO.: 9
Concrete Supplier:
TXI
Time Left:
8:00 AM
Slump (Inches):
4.5
Concrete Temperature (F):
64
Air Content:
N/A
Total No. of Test Cylinders Made:
4
Total Cubic Yards Placed:
10
Added Water
N/A
Weather Conditions:
Cool
Air Temperature (F):
70
Unit Wei ht of Fresh Concrete:
1A
7 6/7/06
148
147
89,000
Cylinders Tested By:
SE &T
1B
14
1C
28
1D
28
6/14/06
6/28/06
6/28/06
Curing ASTM C -31
Slump ASTM C -143
147
108,000
149
111,000
149
117,000
Test Method
ASTM C -39 231
Ticket
262585
Truck
82
Time Batched:
6:16 AM
Time Sampled:
7:10 AM
Product Code:
8272
Cement:
N/A
Fly Ash:
N/A
Coarse Aggregate:
N/A
Water:
N/A
Air Content
3147
N/A
ngle Shear
3000/28
392
le Shear
3000/28
3819
le Shear
3000/28
4
gle Shear
3000/28
Remarks: Tested concrete meets /exceeds required strength.
Very Truly Yours,
Sadik (SAM) Al- Musawe, M.Sc., Ph.D
Civil Environmental Engineer
Texas Registration Number: 61893
P.E.
ks
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.
Of
CLIENT: Head Construction, Inc
3030 LBJ, Ste: 700
Dallas, TX 75234
PROJECT: Proposed Coppell Montessori Academy
136 Fitness Ct.
Coppell, TX
ATTN: Ken Head
STANDARD 6" X 12"
AREA 28.27 SQ. IN.
REPORT DATE: 6/28/06
SAMPLE DATE:5 /30/06
PROJECT NO.: 817TXIK5
REPORT NO.: 8
SE&T TECHNICIAN: Adel Alhemidawi
LOCATION OF PLACEMENT: East Side of Fire Lane A• •roach
PAGE 1 OF 1
Time Arrived: 7:30 AM
Concrete Supplier: TXI
Time Left: 8:20 AM
Ticket 861953
Slump (Inches): 5
Truck 82
Concrete Temperature (F): 84
Time Batched: 6:53 AM
Air Content: N/A
Time Sampled: 7:50 AM
Total No. of Test Cylinders Made: 4
Product Code: 8274
Total Cubic Yards Placed: 50
Cement: N/A
Added Water: 15 Gallons
Fly Ash: N/A
Weather Conditions: Partly Cloudy Mild
Coarse Aggregate: N/A
Air Temperature (F): 80
Water: N/A
Unit Wei ht of Fresh Concrete: 145
Air Content
k' N J
N/A
P $6'
F q
x
1A
A
7
6/6/06
144
82,000
m
2900
Single Shear
3600/28
1B
14
6/13/06
144
92,000
3253
Single Shear
3600/28
1C
28
6/27/06
146
114,000
4031
Single Shear
3600/28
1D
28
6/27/06
146
116,000
4102
Single Shear
3600/28
Curing ASTM C -31
Test Method
Cylinder 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,
Sadik (SAM)
Al- 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 written consent.
This report only applies to the samples tested and does not necessarily represent identical or similar samples.
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
CONCRETE PLACEMENT INSPECTION STRENGTH TEST REPORT
Geotechnical
Materials Failure
Testing Investigation
Environmental