Sales Tax 09-LR110207FILLInNCE
GEQTECHfilCfll.e
_. w_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 -1013
Date Sampled: 01/05/2011
Report Date: 02/07/2011 Previously Reported:
01/12/2011
Sampled By: Gatton, Tim
Project: Heartz Road
By Order Of: Cruz w /RKM
Location: Drive approach and parking lot
S. side of Sandy Lake
Order Number: 1770
Number of
Client: The City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 96613
Material: CONCRETE
Test Method: See Below
TEST RESULTS
Report No: 96613
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 7 6.00 28.27
112,380 Type 1 Lab
3,970 3,970
B 28 6.00 28.27
142,815 Type 2 Lab
5,050
C 28 6.00 28.27
143,120 Type 2 Lab
5,060 5,060
D
HOLD (see remarks) -
l;_.►
...__..i
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 01/06/2011
Slump: 7.0 Inches
Transported By: Redi -Mix
Curing Method: Standard
Air Content: 5.3%
Source /Sampled At: Truck/ Center
Time Sampled: 2:06 pm
Plant: Redi -Mix - Plant #259
Temp.: Ambient: 58 °F Mix: 59 °F
Mix Code: 1 01_1 1504
Truck/Ticket No: 1349 / 25284174
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, 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, GEOTECHN109L
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: 01/06/2011
Report Date:
02/07/2011 Previously Reported: 01/17/2011
Sampled By: Clay, Bill
Project:
Heartz Road
By Order Of: Cruz
Location:
141 to 157 Heartz Road, W. side
Order Number: 1770
Number of
Client:
The City of Coppell
Specimens: 4
REPORT:
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 96684
Material:
CONCRETE
Test Method: See Below
k a
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,000 psi @ 28 days
Date Received: 01/07/2011 Slump: 5.0 Inches Transported By: Redi -Mix
Curing Method: Standard Air Content: 3.7% Source /Sampled At: Truck / Center
Time Sampled: 2:40 pm Plant: Redi -Mix - Plant #259
Temp.: Ambient: Mix: 56 °F Mix Code: 10J11504 Truck/Ticket No: 1359 / 25284691
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.
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.
TEST RESULTS
Report No: 96684
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
7
6.00
28.27
98,370
Type 5
Lab
3,480 3,480
B
28
6.00
28.27
135,330
Type 5
Lab
4,790
C
28
6.00
28.27
123,640
Type 5
Lab
4,370 4,580
D
HOLD (see remarks) -
k a
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,000 psi @ 28 days
Date Received: 01/07/2011 Slump: 5.0 Inches Transported By: Redi -Mix
Curing Method: Standard Air Content: 3.7% Source /Sampled At: Truck / Center
Time Sampled: 2:40 pm Plant: Redi -Mix - Plant #259
Temp.: Ambient: Mix: 56 °F Mix Code: 10J11504 Truck/Ticket No: 1359 / 25284691
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.
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.