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Consulting Engineering ; Geotechnical Engineering x Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID:
1770 File No: C10 -1014
Date Sampled:
02/22/2011
Report Date: 03/03/2011 Previously Reported: 03/01/2011
Sampled By:
Hickman, Brad
Project:
Clear Creek
By Order Of:
Rick Odell
Location:
Sidewalk at S.bound Clear Creek Ln from Willow Springs
Order Number:
1770
Curing Method:
intersection
Air Content: 3.7%
Source /Sampled At:
Truck / Center
Time Sampled:
Number of
Client:
City of Coppell
Specimens:
4
REPORT:
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO:
97865
Material:
CONCRETE
Test Method:
See Below
TEST RESULTS
Report No:
97865
Page 1 of 1
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
7 4.00 12.57 49,870 Type 3 Lab
3 3,970
B
28 6.00 28.27 Lab
C
28 6.00 28.27 Lab
D
HOLD (see remarks) -
1
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
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND - 1 0 THE SAMPLE(S) TESTED ANDiOR OBSERVED AND ARE 1 NECESSARILY 1riDICAYIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR S[W- PRODUCTS OR PROCEDURES. NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNt.FSS SO
NOTED T HESE REPORTS ARE FOR THE EXCt US VE USE OF THL AND ARE NOT TO BE REPRODUCED t/e, HOUT V.RL LN PERM ISSiON-
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification:
3,000 psi @ 28 days
Date Received:
02/23/2011
Slump: 4.75 Inches
Transported By:
Redi -Mix
Curing Method:
Standard
Air Content: 3.7%
Source /Sampled At:
Truck / Center
Time Sampled:
2:08 pm
Plant:
Redi -Mix - Plant #P259
Temp.: Ambient:
65 °F Mix: 67 °F
Mix Code: 10,111504
Truck/Ticket No:
1235 125295870
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
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND - 1 0 THE SAMPLE(S) TESTED ANDiOR OBSERVED AND ARE 1 NECESSARILY 1riDICAYIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR S[W- PRODUCTS OR PROCEDURES. NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNt.FSS SO
NOTED T HESE REPORTS ARE FOR THE EXCt US VE USE OF THL AND ARE NOT TO BE REPRODUCED t/e, HOUT V.RL LN PERM ISSiON-
Acct ID: 1770
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
Report Date: 03/03/2011 Previously Reported: 03/01/2011
Project: Clear Creek
Location: Sidewalk west of Clear Creek from 430 to 442 Clear Creek
Date Sampled: 02/23/2011
Sampled By: Hickman, Brad
By Order Of: Rick O'dell
Order Number: 1770
Number of
Client: City of Coppell Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 97917
Material: CONCRETE
Test Method: See Below
TEST RESULTS Report No: 97917
Page 1 of 1
Spec
Age Tested
Nbr
(days)
A
7
B
28
C
28
D
Diameter
Area
(in)
(in')
4.00
1 2.57
4.00
12.57
4.00
12.57
Maximum
Load
(Ibs) Break Type
52,800 Type 3
Average
Strength
(PSI) Comments
4,200
HOLD (see remarks) -
Nv
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,000 psi @ 28 days
Date Received: 02/24/2011 Slump: 4.25 Inches Transported By: Redi -Mix
Curing Method: Standard Air Content: 3.6% Source /Sampled At: Truck / Center
Time Sampled: 12:35 pm Plant: Redi -Mix - Plant #P259
Temp.: Ambient: 65 °F Mix: 68 °F Mix Code: 10J11504 Truck/Ticket No: 1292 / 25296469
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
X - 7
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 REPOR FS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Compressive
Cure
Strength
Loc
(PSI)
Lab
4,200
Lab
Lab
Average
Strength
(PSI) Comments
4,200
HOLD (see remarks) -
Nv
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,000 psi @ 28 days
Date Received: 02/24/2011 Slump: 4.25 Inches Transported By: Redi -Mix
Curing Method: Standard Air Content: 3.6% Source /Sampled At: Truck / Center
Time Sampled: 12:35 pm Plant: Redi -Mix - Plant #P259
Temp.: Ambient: 65 °F Mix: 68 °F Mix Code: 10J11504 Truck/Ticket No: 1292 / 25296469
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
X - 7
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 REPOR FS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.