Sales Tax 09-LR110215� III
GEOT
rO ,.
Acct ID: 1770
Report Date: 02/15/2011
Project: Clear Creek
Location: Clear Creek
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 -1014
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Date Sampled: 02/11/2011
Sampled By: Hanks, Marvin
By Order Of: Rick O'dell
Order Number: 1770
,_ ` : ' sl Sm 11
Quantity Represented: 10 cu. yds.
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39,
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P. E. (1 -cc copy)
1 -cc City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
i ,
�Y
r
r J
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: 97550
Page 1 of 2
Set: 1 of 2
Material: CONCRETE
Number of Specimens: 4
Location: W.bound Clear Creek land
at approx.
491 Clear Creek
Maximum
Compressive Average
Spec Age Tested Diameter
Area
Load Cure
Strength Strength
Nor (days) (in)
(in 2)
(Ibs) Break Type Loc
(PSI) (PSI) Comments
A 3 6.00
28.27
109,080 Type 1 Lab
3,860 3,860
B 7 6.00
28.27
Lab
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: 02/12/2011
Slump: 3.0 Inches
Transported By: Redi -Mix
Curing Method: Standard
Air Content: 4.3%
Source /Sampled At: Truck/ Center
Time Sampled: 12:25 pm
Plant: Redi -Mix - Plant #P259
Temp.: Ambient: 46 °F Mix: 57 °F
Mix Code: 101_11504
Truck/Ticket No: 1256 / 25291364
Quantity Represented: 10 cu. yds.
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39,
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P. E. (1 -cc copy)
1 -cc City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
i ,
�Y
r
r J
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.
tILLIWICE
j G. O .I.
GROUr
Acct ID: 1770
Report Date: 02/15/2011
Project: Clear Creek
Location: Clear Creek
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 -1014 Date Sampled: 02/11/2011
Sampled By: Hanks, Marvin
By Order Of: Rick Odell
Order Number: 1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 97550
Test Method: See Below
TEST RESULTS
Report No: 97550
Page 2 of 2
Set: 2 of 2
Material: CONCRETE
Number of Specimens: 4
Location: W.bound Clear Creek at approx. 475
Clear Creek
Maximum
Compressive Average
Spec Age Tested Diameter
Area
Load Cure
Strength Strength
Nbr (days) (in)
(in 2)
(lbs) Break Type Loc
(PSI) (PSI) Comments
A 3 6.00
28.27
104,255 Type 6 Lab
3,690 3,690
B 7 6.00
28.27
Lab
C 28 6.00
28.27
Lab
D 28 6.00
28.27
Lab
[ W.
__l
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification: 3,600 psi @ 28 days
Date Received: 02/12/2011
Slump: 4.0 Inches
Transported By: Redi -Mix
Curing Method: Standard
Air Content: 4.1 %
Source /Sampled At: Truck / Center
Time Sampled: 2:32 pm
Plant: Redi -Mix - Plant #P259
Temp.: Ambient: 52 °F Mix: 59 °F
Mix Code:
Truck/Ticket No: 1321 / N/A
Quantity Represented: 100 cu. yds.
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P. E, (1 -cc copy)
1 -cc 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.
ren -POW - a I m1i
Consulting Engineering % Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct I D: 1770
Report Date: 02/15/2011
Project: Clear Creek
Location: Clear Creek
File No: C10 -1014
Date Sampled:
02/12/2011
Sampled By:
Pointer, Alvin
By Order Of:
Rick Odell
Order Number:
1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 97547
Test Method: See Below
TEST RESULTS
Set: 1 of 2 Material: CONCRETE
Location: Paving, E.bound Clear Creek, station 10 +60
Report No: 97547
Page 1 of 2
Number of Specimens: 4
Compressive Average
Strength Strength
(PSI) (PSI) Comments
2,720 2,720
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Maximum
Specification:
Spec
Age Tested
Diameter
Area
Load
Cure
Nbr
(days)
(in)
(in 2)
(Ibs)
Break Type Loc
A
3
6.00
28.27
76,920
Type 4 Lab
B
7
6.00
28.27
Truck/Ticket No:
Lab
C
28
6.00
28.27
Lab
D
28
6.00
28.27
Lab
Report No: 97547
Page 1 of 2
Number of Specimens: 4
Compressive Average
Strength Strength
(PSI) (PSI) Comments
2,720 2,720
Quantity Represented: 20 cu. yds.
Remarks: *Slump and Air Content exceed specifications
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Ong_ City of Coppell (Coppell. TX) Attni Mr- Keith Marvin, P.E. (1 -cc copy)
1 -cc City of Coppell Attn. Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
fA }
1 f
Perry C Kakara, Sr. Project Manager
THIS REPORII APPLiES ONLY TC THE STANDARDS OR PROCEDURES INO CATED AND TO IHE SA PLEfS) TESTED AND /OR OBSERVED AND ARE NOr NECESSARiLY INDICT, iVE OF
THE QUALITIES 0 APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES. NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED THESE REPORT S ARE .'CR 'HE EXCLUSIVE USE OF THE ADDRESSED CLIEN F AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification:
3,600 psi @ 28 days
Date Received:
02/13/2011
Slump: 5.25 Inches
Transported By:
Redi -Mix
Curing Method:
Standard
Air Content: 6.3%
Source /Sampled At:
Truck / Center
Time Sampled:
10:30 am
Plant:
Redi -Mix -Plant #P136
Temp.: Ambient:
51 °F Mix: 54 °F
Mix Code: 101-11504
Truck/Ticket No:
1190 / 25291669
Quantity Represented: 20 cu. yds.
Remarks: *Slump and Air Content exceed specifications
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Ong_ City of Coppell (Coppell. TX) Attni Mr- Keith Marvin, P.E. (1 -cc copy)
1 -cc City of Coppell Attn. Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
fA }
1 f
Perry C Kakara, Sr. Project Manager
THIS REPORII APPLiES ONLY TC THE STANDARDS OR PROCEDURES INO CATED AND TO IHE SA PLEfS) TESTED AND /OR OBSERVED AND ARE NOr NECESSARiLY INDICT, iVE OF
THE QUALITIES 0 APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES. NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED THESE REPORT S ARE .'CR 'HE EXCLUSIVE USE OF THE ADDRESSED CLIEN F AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
GEOTECHNIML
ALLInNICE
Wour
Acct ID: 1770
Report Date: 02/15/2011
Project: Clear Creek
Location: Clear Creek
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 -1014
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Date Sampled: 02/12/2011
Sampled By: Pointer, Alvin
By Order Of: Rick O'dell
Order Number: 1770
LAB NO: 97547
Test Method: See Below
TEST RESULTS Report No: 97547
Page 2 of 2
Set: 2 of 2
Material: CONCRETE
Number of Specimens: 4
Location: Paving
E.bound Clear Creek
in radius
of N.bound to E.bound,
station
7 +25
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
80,360 Type 4
Lab
2,840 2,840
B 7
6.00
28.27
Lab
C 28
6.00
28.27
Lab
D 28
6.00
28.27
Lab
[':r%t� E[
E I J
I
E
Type 1
Type 2 Type 3 Type
4
Type 5 Type 6
Specification:
3,600 psi @ 28 days
Date Received:
02/13/2011
Slump: 5.0 Inches
Transported By. Redi -Mix
Curing Method:
Standard
Air Content: 5.3%
Source /Sampled At: Truck / Center
Time Sampled:
1:13 pm
Plant: Redi -Mix - Plant #P136
Temp.: Ambient:
58 °F Mix: 59 °F
Mix Code: 101_11504
Truck/Ticket No: 1396 / 25291813
Quantity Represented: 110 cu. yds.
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Ong_ City of Coppell (Coppell, TX) Attrr. Mr. Keith Marvin, P - (! -cc copy)
1 -cc City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLES ONLY TO THE S17;NDARDS OR PROCEDURES INDICAI ED AND TO THE SAMPLES) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APP.ARENTL Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AD ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPOF.IS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED wTHOUT WRITTEN PERMISSION.
inNcE
IL
Offour
Acct ID: 1770
Report Date: 02/15/2011
Project: Clear Creek
Location: Clear Creek
Consulting Engineering x Geotechnical Engineering X Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C10 -1014
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
TEST RESULTS
Set: 1 of 2 Material: CONCRETE
Location: Paving, E.bound Clear Creek, station 10 +60
Date Sampled: 02/12/2011
Sampled By: Pointer, Alvin
By Order Of: Rick O'dell
Order Number: 1770
LAB NO: 97547
Test Method: See Below
Report No: 97547
Page 1 of 2
Number of Specimens: 4
Compressive Average
Strength Strength
(PSI) (PSI) Comments
2,720 2,720
3,270 3,270
Maximum
Spec
Age Tested
Diameter
Area
Load
Cure
Nbr
(days)
(in)
(in 2)
(Ibs)
Break Type
Loc
A
3
6.00
28.27
76,920
Type 4
Lab
B
4
6.00
28.27
92,445
Type 2
Lab
C
28
6.00
28.27
Lab
D
28
6.00
28.27
Redi -Mix
Curing Method:
Lab
Date Sampled: 02/12/2011
Sampled By: Pointer, Alvin
By Order Of: Rick O'dell
Order Number: 1770
LAB NO: 97547
Test Method: See Below
Report No: 97547
Page 1 of 2
Number of Specimens: 4
Compressive Average
Strength Strength
(PSI) (PSI) Comments
2,720 2,720
3,270 3,270
Quantity Represented: 20 cu. yds.
Remarks: `Slump and Air Content exceed specifications
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Orig: City of Coppell (Coppell, TX) Attn Mr. Keith Marvin, P. E, (1 -cc copy)
1 -cc City of Coppell Attn: Mr Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
a f
`` 3 ` a, r•`.. t:.
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ON' Y TO THE STANDARDS OR PROCEDURES INDICATED ADD 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 CUENT AND ARE NOT TO BE REPRODUCED 'he fHOUT VvRITTEN PERMISSION.
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification:
3,600 psi @ 28 days
Date Received:
02/13/2011
Slump: 5.25 Inches
Transported By:
Redi -Mix
Curing Method:
Standard
Air Content: 6.3%
Source /Sampled At:
Truck / Center
Time Sampled:
10:30 am
Plant:
Redi -Mix - Plant #P136
Temp.: Ambient:
51 °F Mix: 54 °F
Mix Code: 1 01_1 1504
Truck/Ticket No:
1190 / 25291669
Quantity Represented: 20 cu. yds.
Remarks: `Slump and Air Content exceed specifications
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Orig: City of Coppell (Coppell, TX) Attn Mr. Keith Marvin, P. E, (1 -cc copy)
1 -cc City of Coppell Attn: Mr Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
a f
`` 3 ` a, r•`.. t:.
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ON' Y TO THE STANDARDS OR PROCEDURES INDICATED ADD 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 CUENT AND ARE NOT TO BE REPRODUCED 'he fHOUT VvRITTEN PERMISSION.
FILLIMICE
I�
Wour
Acct I D: 1770
Report Date: 02/15/2011
Project: Clear Creek
Location: Clear Creek
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 -1014
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Date Sampled: 02/12/2011
Sampled By: Pointer, Alvin
By Order Of: Rick O'dell
Order Number: 1770
LAB NO: 97547
Test Method: See Below
TEST RESULTS Report No: 97547
Page 2 of 2
Set: 2 of 2
Material: CONCRETE
Number of Specimens: 4
Location: Paving,
E.bound Clear Creek
in radius of N.bound to E.bound,
station
7 +25
Maximum
Compressive Average
Spec Age Tested Diameter
Area
Load
Cure
Strength Strength
Nbr (days)
(in)
(in 2)
(Ibs) Break Type
Loc
(PSI) (PSI) Comments
A 3
6.00
28.27
80,360 Type 4
Lab
2,840 2,840
B 4
6.00
28.27
94,945 Type 6
Lab
3,360 3,360
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:
02/13/2011
Slump: 5.0 Inches
Transported By: Redi -Mix
Curing Method:
Standard
Air Content: 5.3%
Source /Sampled At: Truck / Center
Time Sampled:
1:13 pm
Plant: Redi -Mix - Plant #P136
Temp.: Ambient:
58 °F Mix: 59 °F
Mix Code: 101_11504
Truck/Ticket No: 1396 / 25291813
Quantity Represented. 110 cu. yds.
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173,
C1064 and C138. Compressive strenqth tests per ASTM C39.
Orig. City of Coppell (Coppell, TX) Attn. Mr. Keith Marvin, P E (1 -cc copy)
1 -cc 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 SAMPLES) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCI - S 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 ; -RE NOI TO BE REPRODUCED Vi1THOUT WRITTEN PERMISSION.