ST0301A-LR100812 tp Consulting Engineering *Geotechnical Engineering * Construction Materials
>1 3228 Halifax Street, Suite A, Dallas, Texas 75247
T`Ec NlcF1L Phone: (972) 444 -8889 Fax: (972) 444 -8893
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Acct ID: 1770 File No: C10 -0631 Date Sampled: 07/30/2010
Report Date: 08/12/2010 Previously Reported: 08/02/2010 Sampled By: Spooner, Charles
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Eastbound turn lane to Denton Tap Rd & Bridge Abutment #3 Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 88385
Test Method: See Below
TEST RESULTS Report No: 88385
Page 1 of 2
Set: 1 of 2 Material: Concrete Number of Specimens: 4
Location: Hand Paving - Eastbound turn lane to Denton Tap Rd., Northbound Bethel Rd. - Station 53 +45
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 28.27 108,210 Type 3 Lab 3,830
B 1 6.00 28.27 107,630 Type 3 Lab 3,810 3,820
C 4 6.00 28.27 114,490 Type 4 Lab 4,050 4,050
D 28 6.00 28.27 C Lab
K 1,71 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days MEETS REFERENCE VALUE
Date Received: 07/31/2010 Slump: 3.25 Inches Transported By: LMC
Curing Method: Standard Air Content: 3.9% Source /Sampled At: Truck / Center
Time Sampled: 9:10 am Plant: 3
Temp.: Ambient: 83 °F Mix: 89 °F Mix Code: 1851 Truck/Ticket No: 7060 / 3279918
Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 30 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- eccopy) 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
/ Af ,
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 DUALITIES 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
fLLIfJ � 3228 Halifax Street, Suite A, Dallas, Texas 75247
G TEC O iICfL Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID: 1770 File No: C10 -0631 Date Sampled: 07/30/2010
Report Date: 08/12/2010 Previously Reported: 08/02/2010 Sampled By: Spooner, Charles
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Eastbound turn lane to Denton Tap Rd & Bridge Abutment #3 Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 88385
Test Method: See Below
TEST RESULTS Report No: 88385
Page 2 of 2
Set: 2 of 2 Material: Concrete Number of Specimens: 4
Location: Abutment #1 - Station 42 +33.00
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 28.27 116,300 Type 3 Lab 4,110 4,110
B 28 6.00 28.27 Lab
C 28 6.00 28.27 Lab
D HOLD (see remarks) -
I
F l I fl �. M1
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 07/31/2010 Slump: 5.75 Inches Transported By: LMC
Curing Method: Standard Air Content: 4.5% Source /Sampled At: Truck / Center
Time Sampled: 2:53 pm Plant: 3
Temp.: Ambient: 94 °F Mix: 81 °F Mix Code: 1851 Truck/Ticket No: 5030 / 3279967
Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 20 cu. yd. total placement
Remarks: Truck was temperature controlled with ice. Slump was +3/4” but contractor was using bucket to pour.
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 , ' 2
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.
� _� _v.._ m ...,._ __ Consulting Engineering * Geotechnical Engineering * Construction Materials
40, fLLIfICE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GEOTECHNICAL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROUf
Acct ID: 1770 File No: C10 -0631 Date Sampled: 07/14/2010
Report Date: 08/12/2010 Previously Reported: 08/11/2010 Sampled By: Schuler, Jon
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Bridge Pier: DS1 -3 Order Number: Vendor #9176
Contractor: JRJ Paving Number of
Client: The City of Coppell Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 87668
Material: CONCRETE Test Method: See Below
TEST RESULTS Report No: 87668
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 6.00 28.27 153,280 Type 4 Lab 5,420 5,420
B 28 6.00 28.27 192,640 Type 3 Lab 6,810
C 28 6.00 28.27 190,120 Type 5 Lab 6,720 6,770
D HOLD (see remarks) -
- El
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,600 psi @ 28 days MEETS REFERENCE VALUE
Date Received: 07/15/2010 Slump: 8.0 Inches Transported By: LMC
Curing Method: Standard Air Content: 0.8% Source /Sampled At: Truck / Center
Time Sampled: 12:08 pm Plant: LMC - Plant #3
Temp.: Ambient: 90 °F Mix: 93 °F Mix Code: 9601 Truck/Ticket No: 9142 / 3279056
Quantity Represented: 3 cu. yds. at 6 cu. yds. placed of a 6 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 G
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E. Group
1-ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda Adloo
..4
1 -hc The City of Coppell Attn: Mr. Larry Davis MP'
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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