SW0801-LR110314ALLIHNCE
G GEOTECHI'IICfiL
GROUP
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 -1036
Date Sampled: 03/04/2011
Report Date: 03/14/2011
Sampled By: Whitney, Steve
Project: Sidewalk Improvements
By Order Of: Larry Davis
Location: Sidewalk, S.bound Denton Tapp @ Sandy Lake, NW corner Order Number: 1770
Number of
Client: City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 98217
Material: CONCRETE
Test Method: See Below
TEST RESULTS
Report No: 98217
Page 1 of 1
Maximum
Compressive Average
Spec Age Tested Diameter Area
Load Cure
Strength Strength
Nbr (date : days) (in) (in')
(lbs) Break Type Loc
(PSI) (PSI) Comments
A 03/11/11 : 7 6.00 28.27
100,415 Type 1 Lab
3,550 3,550
B 04/01/11 :28 6.00 28.27
135,080 Type 1 Lab
4,780
C 04/01/11 : 28 6.00 28.27
136,215 Type 2 Lab
4,820 4,800
D
HOLD (see remarks) -
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification: 3,000 psi
Date Received: 03/04/2011
Slump: 5.0 Inches
Transported By: Redi -Mix
Curing Method: Standard
Air Content: 4.5%
Source /Sampled At: Truck / Center
Time Sampled: 12:55 pm
Plant: Redi -Mix - Plant #P136
Temp.: Ambient: 71 °F Mix: 70 °F
Mix Code: 10J11504
Truck/Ticket No: 11874 / 25300404
Quantity Represented:
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173,
C1064 and C138. Compressive strenqth tests per ASTM C39.
Orig: City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy)
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.
FILLWINCE
GROU
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 -1036
Date Sampled:
03/04/2011
Report Date: 03/14/2011
Sampled By:
Whitney, Steve
Project:
Sidewalk Improvements
By Order Of:
Larry Davis
Location:
Sidewalk, S.bound Denton Tapp @ Sandy Lake, NW corner
Order Number:
1770
Number of
Client:
City of Coppell
Sp ecimens:
4
REPORT:
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO:
98217
Material:
CONCRETE
Test Method:
See Below
TEST RESULTS
Report No:
98217
Page 1 of 1
Maximum Compressive Average
Spec Age Tested Diameter Area
Load Cure
Strength Strength
Nor
(days) (in) (in')
(Ibs) Break Type LOG
(PSI) (PSI)
Comments
A
7 6.00 28.27
100,415 Type 1 Lab
3,550 3,550
B
28 6.00 28.27
Lab
C
28 6.00 28.27
Lab
D
HOLD (see remarks) -
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification: 3,000 psi
Date Received: 03/04/2011 Slump: 5.0 Inches Transported By: Redi -Mix
Curing Method: Standard Air Content: 4.5% Source /Sampled At: Truck / Center
Time Sampled: 12:55 pm Plant: Redi -Mix -Plant #P136
Temp.: Ambient: 71 °F Mix: 70 °F Mix Code: 10J11504 Truck/Ticket No: 11874 / 25300404
Quantity Represented:
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Orig: City of Coppell (Coppell TX) Attn: Mr. Larry Davis (1 -cc copy)
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
GEOTECHNIC
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 -1036
Date Sampled: 02/11/2011
Report Date: 03/14/2011 Previously Reported: 02/22/2011
Sampled By: Pointer, Alvin
Project: Sidewalk Improvements
By Order Of: Larry Davis
Location: Sidewalk W. side of Denton Tap
from Belt Line to 15' south
of Order Number: 1770
Western Blvd.
Number of
Client: City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE
STRENGTH TEST LAB NO: 97517
Mat erial: CONCRETE
Test Method: See Below
TEST RESULTS
Report No: 97517
Page 1 of 1
Maximum
Compressive Average
Spec Age Tested Diameter Area
Load Cure
Strength Strength
Nor (days) (in) (in')
(Ibs) Break Type Loc
(PSI) (PSI) Comments
A 7 4.00 12.57
53,205 Type 3 Lab
4,230 4,230
B 28 4.00 12.57
76,695 Type 3 Lab
6,100
C 28 4.00 12.57
77,305 Type 3 Lab
6,150 6,130
D
HOLD (see remarks) -
I
�
I
I
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification: 3,000 psi @ 28 days
Date Received: 02/12/2011
Slump: 4.5 Inches
Transported By: Redi -Mix
Curing Method: Standard
Air Content: 6.2%
Source /Sampled At: Truck/ Center
Time Sampled: 11:20 am
Plant: Redi -Mix -Plant #P136
Temp.: Ambient: 40 °F Mix: 51 °F
Mix Code: 10J11524
Truck/Ticket No: 1191 / 25291336
Quantity Represented: 10 cu. yds.
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Ong: City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy)
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.