MA1001-LR100706 — Consulting Engineering * Geotechnical Engineering * Construction Materials
f9LLIAPICE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GEOTECHPIICRL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROUP
Acct ID: 1770 File No: C10 -0535 Date Sampled: 06/28/2010
Report Date: 07/06/2010 Previously Reported: 06/29/2010 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: Stamped Concrete Westside of Intersection on Shady Lake, NW Order Number: Vendor #9176
conrer
Number of
Client: The City of Coppell Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 86889
Material: CONCRETE Test Method: See Below
TEST RESULTS Report No: 86889
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 75,230 Type 4 Lab 2,660 2,660
B 3 6.00 28.27 89,100 Type 4 Lab 3,150 3,150
C 7 6.00 28.27 120,530 Type 4 Lab 4,260 4,260
D 28 6.00 28.27 La l ni
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 06/29/2010 Slump: 4.0 Inches Transported By: Southern Star
Curing Method: Standard Air Content: 5.6% Source /Sampled At: Truck / Center
Time Sampled: 8:35 am Plant: #125
Temp.: Ambient: 85 °F Mix: 92 °F Mix Code: 9363 Truck/Ticket No: 2040 / 1682272
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. Respectfully Submitted,
(1- ec copy) Alliance Geotechnical Group
1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E.
1 -ec The City of Coppell Attn: Rick O'Dell air
•
Robert P. Nance, 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.
Consulting Engineering *Geotechnical Engineering * Construction Materials
ALLIAnCE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GEOTECHPIICAL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROUP
Acct ID: 1770 File No: C10 -0535 Date Sampled: 06/26/2010
Report Date: 07/06/2010 Sampled By: Gatton, Tim
Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project By Order Of: Rick O'DeII
MA 10 -01
Location: Sidewalk on Eastbound Sandy Lake - 2' East x 3' South of Order Number: Vendor #9176
Yellow Fire Hydrant
Number of
Client: The City of Coppell Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 86882
Material: CONCRETE Test Method: See Below
TEST RESULTS Report No: 86882
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 42,660 Type 3 Lab 1,510 1,510
B 14 6.00 28.27 Lab
C 28 6.00 28.27 Lab
D HOLD (see remarks) -
R(
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,000 psi @ 28 days
Date Received: 06/27/2010 Slump: 4.0 Inches Transported By: LMC
Curing Method: Standard Air Content: 4.5% Source /Sampled At: Truck / Center
Time Sampled: 10:15 am Plant: #6
Temp.: Ambient: 89 °F Mix: 92 °F Mix Code: 1261 Truck/Ticket No: 1091 / 6372967
Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 10 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. Respectfully Submitted,
(1- ec copy) Alliance Geotechnical Group
1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E.
1 -ec The City of Coppell Attn: Rick O'Dell
Robert P. Nance, 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.