ST0301A-LR100908 Consulting Engineering * Geotechnical Engineering * Construction Materials
fLLANCE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GEOTECI1111C9L Phone: (972) 444 -8889 Fax: (972) 444 -8893
3 ou
Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/03/2010
Report Date: 09/08/2010 Sampled By: Wingerd, Pierce
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Bethel Road Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: Lime - Treated Material Gradation LAB NO: 90093
Test Method: See Below
TEST RESULTS Report No: 90093
Page 1 of 1
A representative of Alliance Geotechnical Group, checked the gradation of the lime- treated subgrade. Gradation tests
were performed on the mixed material prior to compaction to verify compliance with project specifications which require
a minimum of 100% passing the 1 3/4 in. sieve and 60% passing the #4 in. sieve. The test results follow.
The results of these tests indicate compliance of the treated subgrade with grading requirements of the specifications.
% Passing % Passing
Test No. Location
1 Bethel Rd. - left hand westbound lane 10' north of Centerline - Station 49 +50 100.0 71.0
2 Bethel Rd. - left hand westbound lane 5' north of Centerline - Station 51 +50 100.0 62.0
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 Freese & Nichols, Inc. Attn: B. Caleb Thomhill, P.E. p
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 aro
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
40 f1LLIfNCE 3228 Halifax Street, Suite A, Dallas, Texas 75247
5 o TECHI1IcFIL Phone: (972) 444 -8889 Fax: (972) 444 -8893
Our
Acct ID: 1770 File No: C10 -0631 Date Sampled: 08/10/2010
Report Date: 09/08/2010 Previously Reported: 08/20/2010 Sampled By: Pointer, Alvin
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Retaining Wall Footing, West side of bridge N. of Bethel 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: 88928
Material: CONCRETE Test Method: See Below
TEST RESULTS Report No: 88928
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 6.00 28.27 116,010 Type 3 Lab 4,100
B 7 6.00 28.27 113,470 Type 3 Lab 4,010 4,060
C 28 6.00 28.27 136,180 Type 3 Lab 4,820
D 28 6.00 28.27 135,390 Type 5 Lab 4,790 4,800
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days MEETS REFERENCE VALUE
Date Received: 08/11/2010 Slump: 6.5 Inches Transported By: LMC
Curing Method: Standard Air Content: 3.7% Source /Sampled At: Truck / Center
Time Sampled: 11:15 am Plant: LMC - Plant #3
Temp.: Ambient: 94 °F Mix: 100 °F Mix Code: 1851 Truck/Ticket No: 3012 / 3280447
Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 20 cu. yd. total placement
Remarks: *Slump and Temperature do not meet specifications - Mario Medrano was informed.
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 t, 1
jY.
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
fLLIfNCE
( E 3228 Halifax Street, Suite A, Dallas, Texas 75247
GTE-11L Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROUr
Acct ID: 1770 File No: C10 -0631 Date Sampled: 08/31/2010
Report Date: 09/08/2010 Previously Reported: 09/05/2010 Sampled By: Lane, William
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: 89875
Test Method: See Below
TEST RESULTS Report No: 89875
Page 1 of 3
Set: 1 of 3 Material: Concrete Number of Specimens: 4
Location: Eastbound Bethel Road - Station 44 +50
Maximum Compressive Average
Spec Age Tested Diameter Area Load Cure Strength Strength
Nbr (days) (in) (in (lbs) Break Type Loc (PSI) (PSI) Comments
A 2 4.00 12.57 28,890 Type 3 Lab 2,300 2,300 "')
B 7 4.00 12.57 43,410 Type 3 Lab 3,450 • ,, 0
C 28 4.00 12.57 Lab
D 28 4.00 12.57 Lab
[till,l, Ed E
,..„ ''' '
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 09/01/2010 Slump: 4.5 Inches Transported By: LMC
Curing Method: Standard Air Content: 5.8% Source /Sampled At: Truck / Center
Time Sampled: 9:15 am Plant: 6
Temp.: Ambient: 82 °F Mix: 93 °F Mix Code: 1851 Truck/Ticket No: 5033 / 6376814
Unit Weight: 144 # /cu ft
Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 100, , , . total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was s •. d nd tested in accordance with ATM C172, C143, C231 or C173,
C1064 and C138. Compressiv:', re •'1 h tests per ASTM C39.
F
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 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 y.
ief`
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
r1LLLfNC 3228 Halifax Street, Suite A, Dallas, Texas 75247
0 c TECHNICAL Phone: (972) 444 -8889 Fax: (972) 444 -8893
CpUr
Acct ID: 1770 File No: C10 -0631 Date Sampled: 08/31/2010
Report Date: 09/08/2010 Previously Reported: 09/05/2010 Sampled By: Lane, William
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: 89875
Test Method: See Below
TEST RESULTS Report No: 89875
Page 2of3
Set: 2 of 3 Material: Concrete Number of Specimens: 4
Location: Eastbound Bethel Road - Station 46 +30
Maximum Compressive Average
Spec Age Tested Diameter Area Load Cure Strength Strength
Nbr (days) (in) (in (Ibs) Break Type Loc (PSI) (PSI) Comments
A 2 4.00 12.57 45,780 Type 3 Lab 3,640 3,640
B 7 4.00 12.57 45,310 Type 3 Lab 3,610 ( 3,610
C 28 4.00 12.57 Lab
D 28 4.00 12.57 Lab
M X P -.1 aq \ ti f J fl
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 09/01/2010 Slump: 5.0 Inches Transported By: LMC
Curing Method: Standard Air Content: 5.2% Source /Sampled At: Truck / Center
Time Sampled: 12:00 pm Plant: 6
Temp.: Ambient: 90 °F Mix: 95 °F Mix Code: 1851 Truck/Ticket No: 1098 / 6376831
Unit Weight: 144 # /cu ft
Quantity Represented: 95 cu. yds. at 100 cu. yds. placed of a 100 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 Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E. p
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 j. ,,
0
1�
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
1 flq LLIFII1C 3228 Halifax Street, Suite A, Dallas, Texas 75247
GEOTECIIIIICFIL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROUr
Acct ID: 1770 File No: C10 -0631 Date Sampled: 08/31/2010
Report Date: 09/08/2010 Previously Reported: 09/05/2010 Sampled By: Lane, William
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: 89875
Test Method: See Below
TEST RESULTS Report No: 89875
Page 3 of 3
Set: 3 of 3 Material: Concrete Number of Specimens: 4
Location: Slope Extention at Abutment #4
Maximum Compressive Average
Spec Age Tested Diameter Area Load Cure Strength Strength
Nbr (days) (in) (in (lbs) Break Type Loc (PSI) (PSI) Co ments ,
A 7 4.00 12.57 53,230 Type 3 Lab 4,240 P 4,240 /
B 28 6.00 28.27 Lab /,
C 28 6.00 28.27 Lab
D HOLD (s remarks) -
'1 P- ., L'' ,..„
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 09/01/2010 Slump: 3.5 Inches Transported By: LMC .
Curing Method: Standard Air Content: 5.7% Source /Sampled At: Truck / Center
Time Sampled: 3:15 pm Plant: 6
Temp.: Ambient: 96 °F Mix: 100 °F Mix Code: 1216 Truck/Ticket No: 1120 / 6376858
Quantity Represented: 3 cu. yds. at 6 cu. yds. placed of a 12 cu. yd. total placement
Remarks: Concrete temperature exceeds specification - JRJ Paving was informed.
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 Thomhill, 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 s
1 /
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
I 17 fLLIMICE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GTENICAL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROW
Acct ID: 1646 File No: C10 -0431 Date Sampled: 08/09/2010
Report Date: 09/08/2010 Previously Reported: 08/18/2010 Sampled By: Pointer, Alvin
Project: CRWS Phase 1 Aeration Basin Improvements By Order Of: Jake Burwell
Location: Pier Cap AB 3 & 4 Order Number: 1646
Number of
Client: Trinity River Authority Specimens: 6
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 88870
Material: CONCRETE Test Method: See Below
TEST RESULTS Report No: 88870
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 6.00 28.27 134,110 Type 5 Lab 4,740
B 7 6.00 28.27 136,710 Type 5 Lab 4,840 4,790 .) t
C 28 6.00 28.27 174,520 Type 4 Lab 6,170
D 28 6.00 28.27 165,790 Type 4 Lab 5,860 6,020
E HOLD (see remarks) -
F HOLD (see remarks) -
iF � , 1,,I f! ��
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days MEETS REFERENCE VALUE
Date Received: 08/10/2010 Slump: 8.75 Inches Transported By: Southern Star
Curing Method: Standard Air Content: 2.9% Source /Sampled At: Truck / Center
Time Sampled: 9:45 am Plant: Southern Star - Plant #104
Temp.: Ambient: 86 °F Mix: 89 °F Mix Code: 7411 Truck/Ticket No: 9021 / 1704264
Quantity Represented: 2.5 cu. yds. at 5 cu. yds. placed of a 5 cu. yd. total placement
Remarks: *Air content does not meet specifications - Jake Burwell with TRA was not informed.
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: Trinity River Authority Attn: Mr. Mike Querry
Orig: Trinity River Authority (Arlington, TX) Attn: Mike Querry (1 -cc copy) Respectfully Submitted,
1-cc Trinity River Authority Attn: Jake Burwell
Alliance Geotechnical Group
-.OW"
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
fIfJICE 3228 Halifax Street, Suite A, Dallas, Texas 75247
IOEO ! ECHI1I4fL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROW
Acct ID: 1770 File No: C10 -0631 Date Sampled: 08/27/2010
Report Date: 09/08/2010 Previously Reported: 08/31/2010 Sampled By: Spooner, Charles
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: 89748
Test Method: See Below
TEST RESULTS Report No: 89748
Page 1 of 3
Set: 1 of 3 Material: Concrete Number of Specimens: 4
Location: Eastbound Bethel Road - Intersection of West Shore Drive - Station 50 +50
Maximum Compressive Average
Spec Age Tested Diameter Area Load Cure Strength Strength
Nbr (days) (in) (in (lbs) Break Type Loc (PSI) (PSI) Comments
A 3 6.00 28.27 69,140 Type 3 Lab 2,450 2,450
B 7 6.00 28.27 99,610 Type 6 Lab 3,520 3,520
C 28 6.00 28.27 Lab
D 28 6.00 28.27 Lab
/ AX1 Ittp , I N
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 08/28/2010 Slump: 4.75 Inches Transported By: LMC
Curing Method: Standard Air Content: 4.3% Source /Sampled At: Truck / Center
Time Sampled: 9:30 am Plant: 3
Temp.: Ambient: 84 °F Mix: 79 °F Mix Code: 1851 Truck/Ticket No: 5007 / 3281454
Quantity Represented: 35 cu. yds. at 40 cu. yds. placed of a 80 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 OP' ,
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
i ttio LLIfiIICE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GE -E 111091_ Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROW
Acct ID: 1770 File No: C10 -0631 Date Sampled: 08/27/2010
Report Date: 09/08/2010 Previously Reported: 08/31/2010 Sampled By: Spooner, Charles
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: 89748
Test Method: See Below
TEST RESULTS Report No: 89748
Page 2 of 3
Set: 2 of 3 Material: Concrete Number of Specimens: 4
Location: Bridge Rip Rap slope - Station 43 +45
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 28.27 129,490 Type 3 Lab 4,580 4,580
B 28 6.00 28.27 Lab
C 28 6.00 28.27 Lab
D HOLD (see remarks) -
I
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 08/28/2010 Slump: 3.25 Inches Transported By: LMC
Curing Method: Standard Air Content: 3.5% Source /Sampled At: Truck / Center
Time Sampled: 10:00 am Plant: 6
Temp.: Ambient: 84 °F Mix: 81 °F Mix Code: 1261 Truck/Ticket No: 7057 / 6376673
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-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
,4111
1 -hc The City of Coppell Attn: Mr. Larry Davis • dr.
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
FILLIfINCE 3228 Halifax Street, Suite A, Dallas, Texas 75247
G3EOTECH111CFIL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROW
Acct ID: 1770 File No: C10 -0631 Date Sampled: 08/27/2010
Report Date: 09/08/2010 Previously Reported: 08/31/2010 Sampled By: Spooner, Charles
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: 89748
Test Method: See Below
TEST RESULTS Report No: 89748
Page 3 of 3
Set: 3 of 3 Material: Concrete Number of Specimens: 4
Location: Rip Rap Bent #4 east side
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 6.00 28.27 103,480 Type 3 Lab 3,660 3,660
B 28 6.00 28.27 Lab
C 28 6.00 28.27 Lab
D HOLD (see remarks) -
1 1 n
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 08/28/2010 Slump: 3.0 Inches Transported By: LMC
Curing Method: Standard Air Content: 5.1 % Source /Sampled At: Truck / Center
Time Sampled: 12:30 pm Plant: 6
Temp.: Ambient: 92 °F Mix: 78 °F Mix Code: 1261 Truck/Ticket No: 7059 / 6376693
Quantity Represented: 25 cu. yds. at 30 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-ec copy)
1-ec Freese & Nichols, Inc. Attn: B. Caleb Thomhill, 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 - O V
1(. v
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.