Sales Tax 09-LR101213Acct ID: 1770
Report Date: 12/13/2010
Project: Clear Creek
Location: Clear Creek Road
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C10 -1014 Date Sampled: 12/08/2010
Sampled By: Wingerd, Pierce
By Order Of: Rick Odell
Order Number: 1770
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE
STRENGTH TEST LAB NO: 95716
Test Method: See Below
TEST RESULTS
Report No: 95716
Page 1 of 2
Set: 1 of 2
Material: CONCRETE
Number of Specimens: 4
Location: N. bound 436 Clear Creek
Rd
Maximum
Compressive Average
Spec Age Tested Diameter
Area
Load Cure
Strength Strength
Nbr (days) (in)
(in 2)
(Ibs) Break Type Loc
(PSI) (PSI) Comments
A 5 6.00
28.27
98,010 Type 4 Lab
3,470 3,470
B 7 6.00
28.27
Lab
C 28 6.00
28.27
Lab
D 28 6.00
28.2
Lab
ri
f
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 12/09/2010
Slump: 6.75 Inches
Transported By: Redi -Mix
Curing Method: Standard
Air Content: 4.8%
Source /Sampled At: Truck / Center
Time Sampled: 11:10 am
Plant: Redi -Mix - Plant #P259
Temp.: Ambient: 50 °F Mix: 62 °F
Mix Code: 10L11504
Truck/Ticket No: 1349 / 25276353
Quantity Represented: 10 cu. yds.
Remarks: *Slump exceeds specifications
Test Method (As Applicable): Unless noted, concrete was sampled and tested In accordance with ATM C172, C143, 0231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Acct ID: 1770
Report Date: 12/13/2010
Project: Clear Creek
Location: Clear Creek Road
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C10 -1014
Date Sampled: 12/08/2010
Sampled By: Wingerd, Pierce
By Order Of: Rick O'dell
Order Number: 1770
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 95716
Test Method: See Below
Set: 2 of 2 Material: CONCRETE
Location: N.bound 411 Clear Creek Rd, 20'N. of manhole
Report No: 95716
Page 2 of 2
Number of Specimens: 4
Compressive Average
Strength Strength
(PSI) (PSI) Comments
3,860 3,860
HOLD (see remarks) -
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 12/09/2010 Slump: 5.0 Inches Transported By: Redi -Mix
Curing Method: Standard Air Content: 4.3% Source /Sampled At: Truck / Center
Time Sampled: 2:48 pm Plant: Redi -Mix - Plant #259
Temp.: Ambient: 65 °F Mix: 66 °F Mix Code: 1 01_1 1504 Truck/Ticket No: 1577 / 25276520
Unit Weight: 145.9 # /cu ft
Quantity Represented: 120 cu. yds.
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or 0173,
C1064 and C138. Compressive strength tests per ASTM C39.
Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E,
(1 -cc copy)
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
"THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Maximum
Spec
Age Tested
Diameter
Area
Load
Cure
Nor
(days)
(in)
(in 2)
(Ibs) Break Type
LOG
A
7
6.00
28.27
109,155 Type 4
Lab
B
28
6.00
28.27
Lab
C
28
6.00
28.27
Lab
D
Report No: 95716
Page 2 of 2
Number of Specimens: 4
Compressive Average
Strength Strength
(PSI) (PSI) Comments
3,860 3,860
HOLD (see remarks) -
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 12/09/2010 Slump: 5.0 Inches Transported By: Redi -Mix
Curing Method: Standard Air Content: 4.3% Source /Sampled At: Truck / Center
Time Sampled: 2:48 pm Plant: Redi -Mix - Plant #259
Temp.: Ambient: 65 °F Mix: 66 °F Mix Code: 1 01_1 1504 Truck/Ticket No: 1577 / 25276520
Unit Weight: 145.9 # /cu ft
Quantity Represented: 120 cu. yds.
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or 0173,
C1064 and C138. Compressive strength tests per ASTM C39.
Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E,
(1 -cc copy)
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
"THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
FILLInNCE
IIII II
GEOTECHNICMIL
GROUr
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID: 1770
File No: C10 -1014
Date Sampled: 12/09/2010
Report Date: 12/13/2010
Sampled By: Herbrand, Ryan
Project: Clear Creek
By Order Of: Rick O'dell
Location: Knollcreek, S. bound lane in front of house #434
Order Number: 1770
Number of
Client: The City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 95803
Material: CONCRETE
Test Method: See Below
TEST RESULTS
Report No: 95803
Page 1 of 1
Maximum
Compressive Average
Spec Age Tested Diameter Area
Load Cure
Strength Strength
Nbr (days) (in) (in')
(Ibs) Break Type Loc
(PSI) (PSI) Comments
A 4 6.00 28.27
101,505 Type 4 Lab
3,590 3,590
B 7 6.00 28.27
Lab
C 28 6.00 28.27
Lab
D 28 6.00 28.27
Lab
If
I
1
{
�..__.
�..._....
I
j
i
Type 1
Type 2 Type 3 Type 4
.. .. __.._. r
Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 12/10/2010
Slump: 3.25 Inches
Transported By: Redi -Mix
Curing Method: Standard
Air Content: 5.1 %
Source /Sampled At: Truck / Center
Time Sampled: 1:30 pm
Plant: Redi -Mix - Plant #259
Temp.: Ambient: 57 °F Mix: 603 °F
Mix Code: 1 01_1 1504
Truck/Ticket No: 1333 / 25277050
Quantity Represented: 10 cu. yds.
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIEN r AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.