Sales Tax 09-LR101129Acct ID: 1770
Report Date:
11/29/2010
Project:
Heartz Road
Location:
Heartz Road
Client: The Citv of
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C10 -1013
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Date Sampled: 11 /17/2010
Sampled By: Spooner, Charles
By Order Of: Larry w/ RKM
Order Number: 1770
LAB NO: 95005
Test Method: See Below
TEST RESULTS Report No: 95005
Page 1 of 2
Set: 1 of 2 Material: CONCRETE
Location: Hand paving Heartz Road, stattion 1 +50, center lane
Number of Specimens: 4
Quantity Represented: 9 cu. yds.
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.
Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, 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.
Maximum
Compressive Average
Spec Age Tested Diameter
Area
Load
Cure
Strength Strength
Nbr (days)
(in)
(in')
(Ibs)
Break Type Loc
(PSI) (PSI) Comments
A 3
6.00
28.27
83,575
Type 2 Lab
2,960 2,960
B 7
6.00
28.27
117,850
Type 2 Lab
4,170 4,170
C 28
6.00
28.27
Lab
D 28
6.00
28.27
Lab
I l
if
I � __]
JJ
I X
i
L -�
f__.
_ -
...... _. .
Type 1
Type 2
Type 3 Type 4
Type 5 Type 6
Specification:
3,600 psi @ 28 days
Date Received:
11/18/2010
Slump: 4.75 Inches
Transported By:
Redi -Mix
Curing Method:
Standard
Air Content: 3.8%
Source /Sampled At:
Truck / Center
Time Sampled:
10:05 am
Plant:
Redi -Mix - Plant #P259
Temp.: Ambient:
59 ° F Mix: 64 °F
Mix
Code: 1 01_1 1504
Truck/Ticket No:
1371 / 25269232
Quantity Represented: 9 cu. yds.
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.
Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, 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.
It I I IIII
Acct ID:
1770
Report Date:
11/29/2010
Project:
Heartz Road
Location:
Heartz Road
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C10 -1013
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Date Sampled: 11/17/2010
Sampled By: Spooner, Charles
By Order Of: Larry w/ RKM
Order Number: 1770
LAB NO: 95005
Quantity Represented: 91 cu. yds.
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.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
F
Perry C. Kakara, 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.
Test Method: See Below
TEST RESULTS
Report No: 95005
Page 2 of 2
Set: 2 of 2
Material: CONCRETE
Number of Specimens: 4
Location: Hand paving, Heartz Road, station 4 +50, center lane
Maximum
Compressive Average
Spec Age Tested Diameter
Area
Load Cure
Strength Strength
Nbr (days) (in)
(in 2)
(Ibs) Break Type LOG
(PSI) (PSI) Comments
A 3 6.00
28.27
111,730 Type 2 Lab
3,950 3,950
B 7 6.00
28.27
149,755 Type 2 Lab
5,300 5,300
C 28 6.00
28.27
Lab
D 28 6.00
2827
Lab
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 11/18/2010
Slump: 3.75 Inches
Transported By: Redi -Mix
Curing Method: Standard
Air Content: 42%
Source /Sampled At: Truck / Center
Time Sampled: 12:35 pm
Plant: Redi -Mix - Plant #259
Temp.: Ambient: 66 °F Mix: 73 °F
Mix Code: 10L11504
Truck/Ticket No: 1388 / 25269379
Quantity Represented: 91 cu. yds.
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.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
F
Perry C. Kakara, 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.
GEOTECHNUIL
Wour
Consulting Engineering F Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID:
1770 File No: C10 -1013
Date Sampled: 11/18/2010
Report Date:
11/29/2010
Sampled By: Marvin Hanks
Project:
Heartz Road
By Order Of: Larry
Location:
Heartz Road
Order Number: 1770
Client:
The City of Coppell
A 3
REPORT:
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 95048
Type 3 Lab
B 7
Test Method: See Below
28.27
TEST RESULTS
Report No: 95048
C 28
6.00
Page 1 of 3
Set: 1 of 3 Material: CONCRETE
Location: S.bound Heartz Rd, east half, sta 5 +55
Number of Specimens: 4
Compressive
Average
Strength
Maximum
(PSI)
Spec Age Tested Diameter
Area
Load
Cure
Nbr (days)
(in)
(in 2)
(Ibs)
Break Type Loc
A 3
6.00
28.27
113,370
Type 3 Lab
B 7
6.00
28.27
133,715
Type 2 Lab
C 28
6.00
28.27
Lab
D 28
6.00
28.27
Lab
Type 1
Type 2
Type 3 Type 4
Specification:
3,600 psi @ 28 days
Date Received:
11/19/2010
Slump: 4.25 Inches
Curing Method:
Standard
Air Content: 3.4%
Time Sampled:
9:55 am
Temp.: Ambient:
48 °F Mix: 63 °F
Mix
Code: 10L11504
Number of Specimens: 4
Compressive
Average
Strength
Strength
(PSI)
(PSI) Comments
4,010
4,010
4,730
4,730
Type 5 Type 6
Transported By: Redi -Mix
Source /Sampled At: Truck / Center
Plant: Redi -Mix
Truck/Ticket No: N/A / 25269712
Quantity Represented: 10 cu. yds.
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.
Ong: The City of Coppell (Coppell, TX) Attn Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SANIPLEIS) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTL Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES- NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR 7 HE EXCLUSIVE USE OF THE ADDRESSED CLIENT V0 ARE T% 8E REPRODUCED �MTHOUT WRITTEN PERMISSION.
nLUnNCE
GEOTECHNUIL
Acct I D: 1770
Report Date: 11/29/2010
Project: Heartz Road
Location: Heartz Road
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C10 -1013
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Date Sampled: 11/18/2010
Sampled By: Marvin Hanks
By Order Of: Larry
Order Number: 1770
101000OL
Quantity Represented: 130 cu. yds.
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
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry G Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND 10 11 !E SAMPLES) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPAREN I LY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES. NOR DO THE_ Y REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCP USIVE USE OF THE ADDRESSED -LIE r ' ND ARE NOT'r0 BE REPRODUCED %AATHOU I WRIT TEN PERMISSION.
Test M et h od: See B elow
TEST RESULTS
Report No: 95048
Page 2 of 3
Set: 2 of 3
Material: CONCRETE
Number of Specimens: 4
Location: S.bound Heartz Rd, E. side at 137 Heartz Rd
Maximum
Compressive Average
Spec Age Tested Diameter
Area
Load
Cure
Strength Strength
Nbr (days)
(in)
(in')
(Ibs)
Break Type Loc
(PSI) (PSI) Comments
A 3
6.00
28.27
101,805
Type 1 Lab
3,600 3,600
B 7
6.00
28.27
135,415
Type 1 Lab
4,790 4,790
C 28
6.00
28.27
Lab
D 28
6.00
28.27
Lab
Type 1
Type 2
Type 3 Type 4
Type 5 Type 6
Specification:
3,600 psi @ 28 days
Date Received:
11/19/2010
Slump: 4.5 Inches
Transported By: Redi -Mix
Curing Method:
Standard
Air Content: 4.3%
Source /Sampled At: Truck / Center
Time Sampled:
12:30 pm
Plant: Redi -Mix
Temp.: Ambient:
54 °F Mix: 69 °F
Mix Code: 1OL11504
Truck/Ticket No: N/A / 25269891
Quantity Represented: 130 cu. yds.
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
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry G Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND 10 11 !E SAMPLES) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPAREN I LY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES. NOR DO THE_ Y REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCP USIVE USE OF THE ADDRESSED -LIE r ' ND ARE NOT'r0 BE REPRODUCED %AATHOU I WRIT TEN PERMISSION.
E
Wour
Acct I D: 1770
Report Date: 11/29/2010
Project: Heartz Road
Location: Heartz Road
Client: The Cit of Coppell
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C10 -1013
Date Sampled: 11/18/2010
Sampled By: Marvin Hanks
By Order Of: Larry
Order Number: 1770
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 95048
Test Method: See Below
TEST RESULTS Report No: 95048
Page 3 of 3
Set: 3 of 3
Material: CONCRETE
Number of Specimens: 4
Location: S.bound Heartz Rd, E. side, at 149 Heartz Rd
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
107,875 Type 2 Lab
3,820 3,820
B 7
6.00
28.27
135,000 Type 1 Lab
4,770 4,770
C 28
6.00
28.27
Lab
D 28
6.00
28.27
Lab
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification:
3,600 psi @ 28 days
Date Received:
11/19/2010
Slump: 4.5 Inches
Transported By: Redi -Mix
Curing Method:
Standard
Air Content: 4.6%
Source /Sampled At: Truck / Center
Time Sampled:
1:30 pm
Plant: Redi -Mix
Temp.: Ambient:
57 °F Mix: 69 °F
Mix Code: 10L11504
Truck/Ticket No:
Quantity Represented: 200 cu. yds.
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.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND - 10 THE SAMPLES) 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 7 HE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TC BE REPRODUCED'A4THOUT VvRiT T EN PERMISSION,
nLLIMICE
GEOTECHMICIfIL
W our
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID:
1770 File No: C10 -1013
Date Sampled:
11/19/2010
Report Date:
11/29/2010
Sampled By:
Walker, III, John
Project:
Heartz Road
By Order Of:
Cruz
Location:
S. entrance on NW corner of Heartz & Sandy Lake
Order Number:
1770
Nbr
(days)
Number of
(in')
Client:
T he City of Coppell
Specimens:
4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 95089
Material: CONCRETE Test Method: See Below
TEST RESULTS Report No: 95089
Page 1 of 1
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 11/20/2010 Slump: 3.5 Inches Transported By: Redi -Mix
Curing Method: Standard Air Content: 3.1% Source /Sampled At: Truck / Center
Time Sampled: 1:30 pm Plant: Redi -Mix - P259
Temp.: Ambient: 66 °F Mix: 73 °F Mix Code: 1 01_1 1504 Truck/Ticket No: 1321 / 25270529
Unit Weight: 147.1 # /cu ft
Quantity Represented: 10 cu. yds.
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173,
01064 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.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(SI TESTED .AND /OR OBSERVED AND ARE NOT NECESSARILY !NDIC €.TIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES. NOR DO THEY REPRESENT AN ONGOJHG QUALITY ASSURANCE PROGRA? UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT nND.ARE NOT TO BE REPRODUCED'A FHOUT APIT TEN PERMISSION
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
123,495 Type 1
Lab
4,370
4,370
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: 3,600 psi @ 28 days
Date Received: 11/20/2010 Slump: 3.5 Inches Transported By: Redi -Mix
Curing Method: Standard Air Content: 3.1% Source /Sampled At: Truck / Center
Time Sampled: 1:30 pm Plant: Redi -Mix - P259
Temp.: Ambient: 66 °F Mix: 73 °F Mix Code: 1 01_1 1504 Truck/Ticket No: 1321 / 25270529
Unit Weight: 147.1 # /cu ft
Quantity Represented: 10 cu. yds.
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173,
01064 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.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(SI TESTED .AND /OR OBSERVED AND ARE NOT NECESSARILY !NDIC €.TIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES. NOR DO THEY REPRESENT AN ONGOJHG QUALITY ASSURANCE PROGRA? UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT nND.ARE NOT TO BE REPRODUCED'A FHOUT APIT TEN PERMISSION
P� �r _. r�
�, ''°" .. it
E C
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID:
1770 File No: C10 -1013
Date Sampled:
11/22/2010
Report Date:
11/29/2010
Sampled By:
Whitney, Steve
Project:
Heartz Road
By Order Of:
Cruz
Location:
Southbound right lane of Heartz Rd. at Station 6 +50 and 4 +00
Order Number,
1770
Type 2
Lab
Number of
3,890
Client:
The City of Coppell
Specimens:
4
REPORT:
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO:
95144
Material:
Co ncrete
Test Method:
See Below
TEST RESULTS Report No: 95144
Page 1 of 1
Spec
Age Tested
Nbr
(days)
A
4
B
7
C
28
D
28
Diameter Area
(in)
(in 2)
6.00
28.27
6.00
28.27
6.00
28.27
6.00
28.27
(Ibs)
!I
Type 1
Specification: 3,600 psi @ 28 days
Date Received: 11/23/2010
Curing Method: Standard
Time Sampled: 10:20 am
Temp.: Ambient: 72 °F Mix: 77 °F
Slump: 5.0 Inches Transported By: LMC
Air Content: 3.5% Source /Sampled At: Truck / Center
Plant: 6
Mix Code: 8097 Truck/Ticket No: 7008 / 6381105
Quantity Represented: 7 cu. yds. at 7 cu. yds. placed of a 7 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.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
Maximum
Compressive
Average
Load
Cure
Strength
Strength
(Ibs)
Break Type
Loc
(PSI)
(PSI) Comments
109,960
Type 2
Lab
3,890
3,890
114,560
Type 1
Lab
4,050
4,050
Lab
Lab
ff
I
l
Type 2
Type 3 Type 4
Type 5 Type 6
THIS REPORT APP - IES 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 PRODUCT S OR PROCEDURES. NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOT ED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE .ADDRESSED CLIEIJ _ND ARE I TG's REPRODUCED ':hG t HOUi iVR1TTF'ti PER 1fSSi0N_