ST0301A-LR100913 Consulting Engineering * Geotechnical Engineering * Construction Materials
FILLIfiE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GEOTECHI1(CFIL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROUT
Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/03/2010
Report Date: 09/13/2010 Previously Reported: 09/07/2010 Sampled By: Gatton, Tim
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Westbound Bethel Road Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 90073
Test Method: See Below
TEST RESULTS Report No: 90073
Page 1 of 2
Set: 1 of 2 Material: CONCRETE Number of Specimens: 4
Location: Paving, Westbound Bethel Road, station 45 +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 4 6.00 28.27 92,770 Type 6 Lab 3,280 3,280
B 7 6.00 28.27 103,175 Type 5 Lab 3,650 3,650
C 28 6.00 28.27 Lab
D 28 6.00 28.27 II ff I Lab
HF9
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 09/04/2010 Slump: 4.0 Inches Transported By: LMC
Curing Method: Standard Air Content: 5.0% Source /Sampled At: Truck / Center
Time Sampled: 10:40 am Plant: LMC - Plant #3
Temp.: Ambient: 74 °F Mix: 87 °F Mix Code: 1851 Truck/Ticket No: 9141 / 3281683
Quantity Represented: 15 cu. yds. at 20 cu. yds. placed of a 120 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 Thomhill, 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 dr. 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 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
nLLIfIICE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GEOTECHf1JCPIL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROUP
Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/03/2010
Report Date: 09/13/2010 Previously Reported: 09/07/2010 Sampled By: Gatton, Tim
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Westbound Bethel Road Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 90073
Test Method: See Below
TEST RESULTS Report No: 90073
Page 2 of 2
Set: 2 of 2 Material: CONCRETE Number of Specimens: 4
Location: Paving, Westbound Bethel Rd, station 48 +00
Maximum Compressive Average
Spec Age Tested Diameter Area Load Cure Strength Strength
Nbr (days) (in) (in (Ibs) Break Type Loc (PSI) (PSI) Comments
A 4 6.00 28.27 106,780 Type 5 Lab 3,780 3,780
B 7 6.00 28.27 107,905 Type 5 Lab 3,820 3,820
C 28 6.00 28.27 Lab
D 28 6.00 28.27 Lab
\ \ <FI pid[J., .),, -\,1
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 09/04/2010 Slump: 5.0 Inches Transported By: LMC
Curing Method: Standard Air Content: 4.8% Source /Sampled At: Truck / Center
Time Sampled: 2:32 pm Plant: LMC - Plant #3
Temp.: Ambient: 89 °F Mix: 91°F Mix Code: 1851 Truck/Ticket No: 9105 / 3281716
Quantity Represented: 115 cu. yds. at 120 cu. yds. placed of a 120 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 Thomhill, 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 �.,
oldi
{o
lr
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.