Sales Tax 09-LR101224All, J, FILLIMICE
GEOTECHNICML
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 -1013
Date Sampled: 12/16/2010
Report Date: 12/24/2010
Sampled By: Hanks, Marvin
Project: Heartz Road
By Order Of: Cruz w /RKM
Location: Heartz Road
Order Number: 1770
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 96054
Test Method: See Below
TEST RESULTS
Report No: 96054
Page 1 of 3
Set: 1 of 3 Material: CONCRETE
Number of Specimens: 4
Location: N.bound Heartz Rd, station 1 +95
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
100,450 Type 2 Lab
3,550 3,550
B 7 6.00 28.27
123,805 Type 2 Lab
4,380 4,380
C 28 6.00 28.27
Lab
D 28 6.00 28.27
Lab
1
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 12/17/2010
Slump: 4.5 Inches
Transported By: Redi -Mix
Curing Method: Standard
Air Content: 4.1%
Source /Sampled At: Truck / Center
Time Sampled: 9:05 am
Plant: Redi -Mix
Temp.: Ambient: 43 °F Mix: 54 °F
Mix Code: 101_11504
Truck/Ticket No: N/A / 25279300
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 0138. Compressive strength tests per AS T M C39.
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
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 10 BE REPRODUCED WITHOUT WRIT PERMISSION.
lip GEOTECHNICRL
GROUr
Acct I D: 1770
Report Date: 12/24/2010
Project: Heartz Road
Location: Heartz 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 -1013 Date Sampled: 12/16/2010
Sampled By: Hanks, Marvin
By Order Of: Cruz w /RKM
Order Number: 1770
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 96054
Test Method: See Below
TEST RESULTS
Report No: 96054
Page 2 of 3
Set: 2 of 3 Material: CONCRETE
Number of Specimens: 4
Location: N.bound Heartz Road at 117 Heartz 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 4 6.00 28.27
114,100 Type 1 Lab
4,040 4,040
B 7 6.00 28.27
138,420 Type 1 Lab
4,900 4,900
C 28 6.00 28.27
Lab
D 28 6.00 28.27
Lab
I
Ll
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 12/17/2010
Slump: 4.0 Inches
Transported By: Redi -Mix
Curing Method: Standard
Air Content: 4.5%
Source /Sampled At: Truck / Center
Time Sampled: 10:47 am
Plant: Redi -Mix
Temp.: Ambient: 45 °F Mix: 56 °F
Mix Code: 1 01_1 1504
Truck/Ticket No: N/A / 25279439
Quantity Represented: 110 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.
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
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.
I
GEOTECHNICIlL
GROUr
Acct ID:
1770
Report Date:
12/24/2010
Project:
Heartz Road
Location:
Heartz Road
Client: The City of Coppell
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 -1013
Date Sampled: 12/16/2010
Sampled By: Hanks, Marvin
By Order Of: Cruz w /RKM
Order Number: 1770
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 96054
T est Method: See Below
TEST RESULTS Report No: 96054
Page 3 of 3
Set: 3 of 3
Material: CONCRETE
Number of Specimens: 4
Location: N.bound Heartz Rd at 133
Heartz Rd
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
107,675 Type 2
Lab
3,810 3,810
B 7 6.00
28.27
136,950 Type 1
Lab
4,840 4,840
C 28 6.00
28.27
Lab
D 28 6.00
28.27
Lab
_
�..
. .
...
Type 1
Type 2 Type 3 Type
4
Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 12/17/2010
Slump: 4.5 Inches
Transported By: Redi -Mix
Curing Method: Standard
Air Content: 4.6%
Source /Sampled AL Truck / Center
Time Sampled: 12:49 pm
Plant: Redi -Mix
Temp.: Ambient: 50 °F Mix: 56 °F
Mix Code: 10L11504
Truck/Ticket No: N/A / 25279542
Quantity Represented: 210 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 0138. Compressive strength tests per ASTM C39.
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
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.