ST0301A-LR100910 Consulting Engineering * Geotechnical Engineering * Construction Materials
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1 iLLIfJCE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GEQTECtII1ICAL Phone: (972) 444 -8889 Fax: (972) 444 -8893
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Acct ID: 1770 File No: C10 -0631 Date Sampled: 08/13/2010
Report Date: 09/10/2010 Previously Reported: 08/17/2010 Sampled By: Gatton, Tim
Project: Bethel Road Paving & Utility Improvements By Order Of: Dale Young
Location: Bridge Abutment #4 & Retaining Wall Footing Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 89129
Test Method: See Below
TEST RESULTS Report No: 89129
Page 1 of 2
Set: 1 of 2 Material: Concrete Number of Specimens: 4
Location: Bridge Abutment #4 - East side
Maximum Compressive Average
Spec Age Tested Diameter Area Load Cure Strength Strength
Nbr (days) (in) (in (lbs) Break Type Loc (PSI) (PSI) Comments
A 4 6.00 28.27 103,330 Type 3 Lab 3,650 3,650
B 7 6.00 28.27 115,320 Type 4 Lab 4,080 4,080
C 28 6.00 28.27 124,890 Type 1 Lab 4,420
D 28 6.00 28.27 125,325 Type 5 Lab 4,430 4,420 i 1---
/ N, ' _) '----. ,---% ',", 1 N EL Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days MEETS REFERENCE VALUE
Date Received: 08/14/2010 Slump: 5.0 Inches Transported By: LMC
Curing Method: Standard Air Content: 5.6% Source /Sampled At: Truck / Center
Time Sampled: 9:08 am Plant: 3
Temp.: Ambient: 91°F Mix: 79 °F Mix Code: 1851 Truck/Ticket No: 7025 / 3280724
Quantity Represented: 15 cu. yds. at 20 cu. yds. placed of a 20 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
—dill
1 -hc The City of Coppell Attn: Mr. Larry Davis dr.
s. r
r
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.
tt Consulting Engineering * Geotechnical Engineering * Construction Materials
7 . fLLt 1tCE 3228 Halifax Street, Suite A, Dallas, Texas 75247
cl [ GeOTECIINICPIL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROW
Acct ID: 1770 File No: C10 -0631 Date Sampled: 08/13/2010
Report Date: 09/10/2010 Previously Reported: 08/17/2010 Sampled By: Gatton, Tim
Project: Bethel Road Paving & Utility Improvements By Order Of: Dale Young
Location: Bridge Abutment #4 & Retaining Wall Footing Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 89129
Test Method: See Below
TEST RESULTS Report No: 89129
Page 2of2
Set: 2 of 2 Material: Concrete Number of Specimens: 4
Location: Retaining Wall Footing - North Side of Bethel Road - Station 38 +00
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 28.27 113,260 Type 4 Lab 4,010 4,010
B 28 4.00 12.57 64,485 Type 4 Lab 5,130
C 28 4.00 12.57 64,610 Type 4 Lab 5,140 5,140
D OLD (see remarks) -
X 11 [ M N-1 r .--
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days MEETS REF NCE VALUE
Date Received: 08/14/2010 Slump: 5.0 Inches rahsported By: LMC
Curing Method: Standard Air Content: 4.8% our. -/Sampled At: Truck / Center
Time Sampled: 11:44 am J J Plant: 3
•
Temp.: Ambient: 98 °F Mix: 91°F Mix Code: 1851 Truck/Tic t No: 7024 / 3280746
Quantity Represented: 13.5 cu. yds. at 18 cu. yds. placed of a 27 cu. yd. �•I e nt
Remarks:
fi (es Test Method (As Applicable): Unless noted, concrete was sampled and tes - d •ccordan TM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests p- 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
...All
1 -hc The City of Coppell Attn: Mr. Larry Davis
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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