Sales Tax 09-LR101215�ll ICI �I
Acct ID: 1770 File No: C10 -1013 Date Sampled: 11/15/2010
Report Date: 12/15/2010 Previously Reported: 11/22/2010 Sampled By: Hanks, Marvin
Project: Heartz Road By Order Of: Ricardo
Location: S.bound Heartz Rd, station 1 +75 to 10 +00 Order Number: 1770
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 94847
Test Method: See Below
TEST RESULTS Report No: 94847
Page 1 of 2
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Set: 1 of 2 Material: CONCRETE
Location: S.bound Heartz Rd, station 2 +60
Spec
Age Tested
Nbr
(days)
A
3
B
7
C
28
D
28
Diameter Area
(in)
(in 2)
6.00
28.27
6.00
28.27
6.00
28.27
6.00
28.27
Maximum
Load
(Ibs) Break Type
87,615 Type 1
121,170 Type 6
154,140 Type 1
155,670 Type 2
Number of Specimens: 5
E HOLD (see remarks) -
Ll Ll 11
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 11/16/2010 Slump: 4.5 Inches Transported By: Redi -Mix
Curing Method: Standard Air Content: 4.3% Source /Sampled At: Truck / Center
Time Sampled: 10:15 am Plant: Redi -Mix
Temp.: Ambient: 52 °F Mix: 68 °F Mix Code: 1 01_1 1504 Truck/Ticket No: N/A / 25268280
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.
Compressive
Average
Cure
Strength
Strength
Loc
(PSI)
(PSI) Comments
Lab
3,100
3,100
Lab
4,290
4,290
Lab
5,450
Lab
5,510
5,480
E HOLD (see remarks) -
Ll Ll 11
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 11/16/2010 Slump: 4.5 Inches Transported By: Redi -Mix
Curing Method: Standard Air Content: 4.3% Source /Sampled At: Truck / Center
Time Sampled: 10:15 am Plant: Redi -Mix
Temp.: Ambient: 52 °F Mix: 68 °F Mix Code: 1 01_1 1504 Truck/Ticket No: N/A / 25268280
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.
GMTECHNICnL
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: 11/15/2010
Report Date: 12/15/2010 Previously Reported: 11/22/2010 Sampled By: Hanks, Marvin
Project: Heartz Road By Order Of: Ricardo
Location: S. bound Heartz Rd, station 1 +75 to 10 +00 Order Number: 1770
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 94847
Test Method: See Below
TEST RESULTS Report No: 94847
Page 2 of 2
Set: 2 of 2
Material: CONCRETE
Number of Specimens: 5
Location: S.bound Heartz Road, station
1 +75 to 10 +00
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
3
6.00
28.27
94,450
Type 2
Lab
3,340
3,340
B
7
6.00
28.27
124,010
Type 3
Lab
4,390
4,390
C
28
6.00
28.27
159,580
Type 3
Lab
5,640
D
28
6.00
28.27
159,440
Type 3
Lab
5,640
5,640
E
99
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: 11/16/2010 Slump: 4.5 Inches Transported By: Redi -Mix
Curing Method: Standard Air Content: 4.6% Source /Sampled At: Truck / Center
Time Sampled: 12:23 pm Plant: Redi -Mix
Temp.: Ambient: 57 °F Mix: 73 °F Mix Code: 1 01_1 1504 Truck/Ticket No: N/A / 25268350
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 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.