Sales Tax 09-LR101122 (3)f)LUnNICE
GEOTECHNUIL
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: 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
Set: 1 of 2
Material: CONCRETE
Location: S.bound Heartz Rd, station
2 +60
Maximum
Compressive
Spec Age Tested
Diameter
Area
Load
Cure
Strength
Nbr (days)
(in)
(in 2)
(Ibs)
Break Type
Loc
(PSI)
A 3
6.00
28.27
87,615
Type 1
Lab
3,100
B 7
6.00
28.27
121,170
Type 6
Lab
4,290
C 28
6.00
28.27
Lab
D 28
6.00
28.27
Lab
E
Number of Specimens: 5
Average
Strength
(PSI) Comments
3,100
4,290
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
HOLD (see remarks) -
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
r
Perry C. Kakara, Sr. Project manager
THIS REPORT .APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED A.ND TO THE SAMPLES) 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'AITHOUT VARITTEN PERPAISSiON,
GEOTECHNICML
Acct ID: 1770
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
Report Date:
11/22/2010
Project:
Heartz Road
Location:
S.bound Heartz Rd, station 1 +75 to 10 +00
Client:
The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Date Sampled: 11/15/2010
Sampled By: Hanks, Marvin
By Order Of: Ricardo
Order Number: 1770
_ ►•
Test Method: See Below
TEST RESULTS Report No: 94847
Page 2 of 2
Set: 2 of 2 Material: CONCRETE
Location: S.bound Heartz Road, station 1 +75 to 10 +00
Maximum
Spec
Nbr
A
B
C
D
E
Age Tested Diameter Area Load
(days) (in) (in 2 ( Ibs) Break Type
3
7
28
28
99
6.00
28.27
6.00
28.27
6.00
28.27
6.00
28.27
6.00
28.27
Type 1
Specification: 3,600 psi @ 28 days
Date Received: 11 /16/2010
Curing Method: Standard
Time Sampled: 12:23 pm
Temp.: Ambient: 57 °F Mix: 73 °F
Quantity Represented: 120 cu. yds.
94,450 Type 2
124,010 Type 3
Number of Specimens: 5
Compressive Average
Cure Strength Strength
Loc (PSI) (PSI) Comments
Lab 3,340 3,340
Lab 4,390 4,390
Lab
Lab
Lab
((( Type 2 Type 3 Type 4 Type 5 Type 6
Slump: 4.5 Inches Transported By: Redi -Mix
Air Content: 4.6% Source /Sampled At: Truck / Center
Plant: Redi -Mix
Mix Code: 101_11504 Truck/Ticket No: N/A / 25268350
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. Ka'l`ara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES) TESTED. AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY iDENTCAL 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 1MTHOUT WRITTEN PERMISSION.