MA1001-LR100701C OT I.IfU'ICE
KHfYICAL QUP
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 -0535 Date Sampled: 06/23/2010
Report Date: 07/01/2010 Previously Reported: 06/25/2010 Sampled By: Wingerd, Pierce
Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project By Order Of: Rick O'Dell
MA 10 -01
Location: Intersection of Sandy Lake Rd. and Denton Tap, Southbound Order Number: Vendor #9176
Lanes of Denton Tap, Eastbound Sandy Lake Rd - 20' North of
the southwest corner of Sandy Lake Rd. and Denton Tap
intersection
Quantity Represented: 45 cu. yds. at 50 cu. yds. placed of a 100 cu. yd. total placement
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: George S. Marshall, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E.
(1 -ec copy)
1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E.
1 -ec The City of Coppell Attn: Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project Manager
Number of
Client: The City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE
COMPRESSIVE
STRENGTH TEST LAB NO: 86760
Material: Concrete
Test Method: See Below
Tr-QT 0PC111 TC
6nnnr4 Kin. RR7rn
Maximum
Compressive Average
Spec Age Tested Diameter
Area
Load Cure
Strength Strength
Nbr (days) (in)
(in')
(Ibs) Break Type Loc
(PSI) (PSI) Comments
A 1 6.00
28.27
86,880 Type 5 Lab
3,070 3,070
B 2 6.00
28.27
120,330 Type 3 Lab
4,260 4,260
C 7 6.00
28.27
121,800 Type 3 Lab
4,310 4,310
D 28 6.00
28.27
Lab
HN
f l.._e..J �
_ ll ff
J 1..... i
I
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 06/24/2010
Slump: 4.75 Inches Transported By: LMC
Curing Method: Standard
Air Content: 5.5%
Source /Sampled At: Truck / Center
Time Sampled: 8:20 am
Plant: 6
Temp.: Ambient: 88 °F Mix: 91 °F
Mix Code: 1701
Truck/Ticket No: 7058 / 6272667
Quantity Represented: 45 cu. yds. at 50 cu. yds. placed of a 100 cu. yd. total placement
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: George S. Marshall, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E.
(1 -ec copy)
1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E.
1 -ec The City of Coppell Attn: Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project Manager