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Consulting Engineering * Geotechnical Engineering * Construction Materials
flLunriCE 3228 Halifax Street, Suite A, Dallas, Texas 75247 I. 1 5EOTECHF1I0fL Phone: (972) 444 -8889 Fax: (972) 444 -8893
11 GROVE
Acct ID: File No: C10 -0631 Date Sampled: 09/30/2010
Report D. e: - .1/08/2011 Sampled By: Whitney, Steve
Project: _ - el Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Southside Sidewalk on Eastbound Bethel Rd - Southeast corner Order Number: Vendor #9176
of Armstrong & Bethel Road
Contractor: JRJ Paving Number of
Client: The City of Coppell Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 93246
Material: CONCRETE Test Method: See Below
TEST RESULTS Report No: 93246
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) Comments
A 7 6.00 28.27 80,990 Type 2 Lab 2,86
B 28 6.00 28.27 Lab
C 28 6.00 28.27 Lab
D HOLD (see remarks) -
\:;<'11 111- - 4.MN
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,000 psi @ 28 days
Date Received: 10/01/2010 Slump: 5.0 Inches Transported By: LMC
Curing Method: Standard Air Content: 5.2% Source /Sampled At: Truck / Center
Time Sampled: 8:15 am Plant: LMC - Plant #3
Temp.: Ambient: 69 °F Mix: 78 °F Mix Code: 1261 Truck/Ticket No: 5007 / 3282817
Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 20 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and testeeiniance with ATM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per' ST. C39.
1
r'i '
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E. / i 011144 a
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted,
(1 -ec copy)
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E. Alliance Geotechnical Group
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda Adloo
1 -hc The City of Coppell Attn: Mr. Larry Davis sf
♦iI 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.
Consulting Engineering * Geotechnical Engineering * Construction Materials
fLLI , q H CE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GeOTECitlICf L Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROUr
Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/30/2010
Report Date: 10/08/2010 Sampled By: Walker, III, John
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Various Locations Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 93275
Test Method: See Below
TEST RESULTS Report No: 93275
Page 1 of 2
Set: 1 of 2 Material: CONCRETE Number of Specimens: 4
Location: Westbound Approach Slab - Westside of Bridge
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 6.00 28.27 101,670 Type 2 Lab 3,600 3,600
B 28 6.00 28.27 Lab
C 28 6.00 28.27 Lab
D HOLD (see remarks) -
X i \ r
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 10/01/2010 Slump: 4.75 Inches Transported By: LMC
Curing Method: Standard Air Content: 4.7% Source /Sampled At: Truck / Center
Time Sampled: 12:10 pm Plant: LMC - Plant #6
Temp.: Ambient: 83 °F Mix: 86 °F Mix Code: 1851 Truck/Ticket No: 7059 / 6378199
Quantity Represented: 4.5 cu. yds. at 9 cu. yds. placed of a 36 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. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted,
(1 -ec copy) Alliance Geotechnical Group
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E.
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda Adloo
1 -hc The City of Coppell Attn: Mr. Larry Davis .,
VI"; •
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
FILL WINCE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GEQTCM11tcf1L Phone: (972) 444 -8889 Fax: (972) 444 -8893
cour
Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/30/2010
Report Date: 10/08/2010 Sampled By: Walker, III, John
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Various Locations Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 93275
Test Method: See Below
TEST RESULTS Report No: 93275
Page 2 of 2
Set: 2 of 2 Material: CONCRETE Number of Specimens: 4
Location: Retaining Wall - Southside of Bethel Road, Station 40 +95
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 6.00 28.27 105,430 Type 2 Lab 3,730 3,730
B 28 6.00 28.27 Lab
C 28 6.00 28.27 Lab
D HOLD (see remarks) -
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 10/01/2010 Slump: 3.75 Inches Transported By: LMC
Curing Method: Standard Air Content: 5.2% Source /Sampled At: Truck / Center
Time Sampled: 3:20 pm Plant: LMC - Plant #3
Temp.: Ambient: 87 °F Mix: 92 °F Mix Code: 1851 Truck/Ticket No: 5005 / 3282893
Quantity Represented: 3.75 cu. yds. at 7.5 cu. yds. placed of a 7.5 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. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted,
(1 -ec copy)
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E. Alliance Geotechnical Group
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda Adloo /'
1 -hc The City of Coppell Attn: Mr. Larry Davis or ,
ifs: •
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.
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êö
êììôëåæ
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