MA1001-LR100715 Consulting Engineering * Geotechnical Engineering * Construction Materials
ALLIANCE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GEOTECNNICAL Phone: (972) 444 -8889 Fax: (972) 444 -8893
l CiOV
Acct ID: 1770 File No: C10 -0535 Date Sampled: 06/26/2010
Report Date: 07/15/2010 Previously Reported: 07/11/2010 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: Sidewalk on Eastbound Sandy Lake - 2' East x 3' South of Order Number: Vendor #9176
Yellow Fire Hydrant
Contractor: Jim Bowman Construction Company, L.P 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 4.00 12.57 42,660 Type 3 Lab 3,390 3,390
B 14 4.00 12.57 47,890 Type 3 Lab 3,810 3,810
C 28 4.00 12.57 Lab
D HOLD (see remarks) -
/1E1 ikik.: I ,•I
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: Mr. George S. Marshall, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. George S. Marshall, P.E. Respectfully Submitted,
(1 -ec copy) Alliance Geotechnical Group Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E. p
1 -ec The City of Coppell Attn: Mr. 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.
Consulting Engineering * Geotechnical Engineering * Construction Materials
-- ALLIANCE 0 3228 Halifax Street, Suite A, Dallas, Texas 75247
G EOTECHNICAL
, Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROUP
Acct ID: 1770 File No: C10 -0535 Date Sampled: 06/26/2010
Report Date: 07/15/2010 Previously Reported: 07/11/2010 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: Sidewalk on Eastbound Sandy Lake - 2' East x 3' South of Order Number: Vendor #9176
Yellow Fire Hydrant
Contractor: Jim Bowman Construction Company, L.P 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') (lbs) Break Type Loc (PSI) (PSI) Comments
A 7 4.00 12.57 42,660 Type 3 Lab 3,390 3,390
B 14 4.00 12.57 47,890 Type 3 Lab 3,810 3,810
C 28 4.00 12.57 Lab
D HOLD (see remarks) -
MN pi),..., 2 HN l
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: Mr. George S. Marshall, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. George S. Marshall, P.E. Respectfully Submitted,
(1 -ec copy)
1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E. Alliance Geotechnical Group
1 -ec The City of Coppell Attn: Mr. Rick O'Dell
-41
f
f
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 00 THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ME FOR THE EXCLUSIVE USE OF THE
ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Consulting Engineering * Geotechnical Engineering * Construction Materials
ALLIMICE 3228 Halifax Street, Suite A, Dallas, Texas 75247
6 GEOTECHNICAL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROUP
Acct ID: 1770 File No: C10 -0535 Date Sampled: 07/14/2010
Report Date: 07/15/2010 Sampled By: Ruiz, Luis
Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project By Order Of: Rick O'Dell
MA 10 -01
Location: Southeast corner Sidewalk at Denton Tap Order Number: Vendor #9176
Contractor: Jim Bowman Construction Company, L.P Number of
Client: The City of Coppell Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 87659
Material: Concrete Test Method: See Below
TEST RESULTS Report No: 87659
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 0.90 6.00 28.27 83,780 Type 4 Lab 2,960 2,960
B 7 6.00 28.27 Lab
C 28 6.00 28.27 Lab
D HOLD (see remarks) -
E1 �21 E P..II1
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 07/15/2010 Slump: 5.0 Inches Transported By: LMC
Curing Method: Standard Air Content: 4.4% Source /Sampled At: Truck / Center
Time Sampled: 1:28 pm Plant: 3
Temp.: Ambient: 94 °F Mix: 86 °F Mix Code: 2125 Truck/Ticket No: 9105 / 3279063
Quantity Represented: 1.25 cu. yds. at 2.5 cu. yds. placed of a 2.5 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: Mr. George S. Marshall, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. George S. Marshall, P.E. Respectfully Submitted,
(1- eccopy) Alliance Geotechnical Group Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E. p
1 -ec The City of Coppell Attn: Mr. Rick O'Dell ,
i� �,
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.