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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: 06/16/2010
Report Date: 06/23/2010 Previously Reported: 06/21/2010 Sampled By: Gatton, Tim
Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project By Order Of: Rick O'Dell
MA 10 -01
Location: North side of Denton Tapp & Sandy Lake Intersection - Order Number: Vendor #9176
Northbound Turn Lane, 30'W x 4' S of NE corner
Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 40 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
J
Robert P. Nance, Sr. Project Manager
Number of
Client: The City of Coppell
Specimens: 5
REPORT: REPORT OF CONCRETE COMPRESSIVE
STRENGTH TEST LAB NO: 86514
Material: CONCRETE
Test Method: See Below
TEST RESULTS
Report No: 86514
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 1 6.00
28.27
84,390 Type 4 Lab
2,980 2,980
B 3 6.00
28.27
88,860 Type 5 Lab
3,140 3,140
C 7 6.00
28.27
115,130 Type 5 Lab
4,070 4,070
D 28 6.00
28.27
Lab
E 28 6.00
28.27
Lab
HE
Ro IU R—
[1] 1
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 06/17/2010
Slump: 5.0 Inches
Transported By: Southern Star
Curing Method: Standard
Air Content: 3.1 %
Source /Sampled At: Truck / Center
Time Sampled: 8:23 am
Plant: #110
Temp.: Ambient: 90 °F Mix: 93 *F
Mix Code: 9363
Truck/Ticket No: 2022 / 1675178
Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 40 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
J
Robert P. Nance, Sr. Project Manager
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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: 06/15/2010
Report Date: 06/23/2010 Previously Reported: 06/21/2010 Sampled By: Pointer, Alvin
Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project By Order Of: Rick O'Dell
MA 10 -01
Location: Paving - Stamped Eastbound concrete at south go between at Order Number: Vendor #9176
Sandy Lake and Denton Tap
Number of
Client: The City of Coppell Specimens: 5
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 86414
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 86414
Page 1 of 1
Maximum
Compressive Average
Spec Age Tested Diameter Area Load Cure
Strength Strength
Nbr (days) (in) (in') (lbs) Break Type Loc
(PSI) (PSI) Comments
A 1 6.00 28.27 88,030 Type 3 Lab
3,110 3,110
B 3 6.00 28.27 104,610 Type 4 Lab
3,700 3,700
C 7 6.00 28.27 125,420 Type 4 Lab
4,440 4,440
D 28 6.00 28.27 Lab
E 28 6.00 28.27 Lab
HN HE M S
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Type 1 Type 2 Type 3 Type 4
Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 06/16/2010 Slump: 2.75 Inches
Transported By: Southern Star
Curing Method: Standard Air Content: 2.4%
Source /Sampled At: Truck / Center
Time Sampled: 10:00 am
Plant: 125
Temp.: Ambient: 80 *F Mix: 89 °F Mix Code: 9363
Truck/Ticket No: 6224 / 1674365
Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 30 cu. yd. total placement
Remarks: Air content is below specification - Mr Rick O'Dell was informed.
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, LP 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