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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: C13 -0634
Date Sampled: 08/30/2013
Report Date: 09/27/2013 Previously Reported: 09/04/2013
Sampled By: Roberts, Duce
Project: West Sandy Lake Road
By Order Of:
Location: Abutment 3, 36" Pier 3D
Order Number: 1770
Number of
Client: City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 150702
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 150702
Page 1 of 1
Maximum
Compressive
Average
Spec Age Tested Diameter Area Load
Cure
Strength
Strength Tested
Nbr (date : days) (in) (in Z) (Ibs) Break Type
Loc
(PSI)
(PSI) By Comments
A 09/06/13: 7 6.00 28.27 118,535 Type 3
Lab
4,190
B 09/06/13: 7 6.00 28.27 120,450 Type 3
Lab
4,260
4,230
C 09/27/13: 28 6.00 28.27 148,690 Type 3
Lab
5,260
D 09/27/13: 28 6.00 2,8/.27 145,040 Type 3
Lab
5,130
5,190
I R R _{{�S..y_.
F-11
FIF] 1
Type 1 Type 2 Type 3
Type 4
Type 5
Type 6
Specification
Strength: 3,600 psi @ 28 days
Slump: 5.5 -7.5
Air Content:
Date Received: 08/31/2013
Curing Method: Standard
Time Sampled:
Time Batched:
Temp.: Ambient: 97 °F Mix: 95 °F
CONFORMS
Slump: 6.0 Inches Transported By: LMC
Air Content: 1.0% Source /Sampled At: Truck / Center
Mix Code: Class C Plant:
Truck /Ticket No:
Quantity Represented:
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or
C173, C1064 and C138. Compressive strength tests per ASTM C39.
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, CME Department 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.
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: C13 -0634
Report Date: 09/26/2013
Project: West Sandy Lake Road
Location: Abutment #4; Sampled 5ft North of Southwest Corner of
Abutment #4
Date Sampled: 09/24/2013
Sampled By: Davison, Mickey
By Order Of:
Order Number: 1770
Specification
Strength: 3,600 psi @ 28 days
Slump: 3 -5
Air Content: 3 -6
Date Received:
09/25/2013
Curing Method:
Standard
Time Sampled:
3:30 pm
Number of
Client:
City of Coppell
93 °F Mix: 93 °F
Specimens: 6
REPORT. REPORT
OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 152188
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 152188
Page 1 of 1
Maximum
Compressive
Average
Spec
Age Tested
Diameter
Area Load
Cure
Strength
Strength Tested
Nbr
(date : days)
(in)
(in 2) (Ibs) Break Type
Loc
(PSI)
(PSI) By Comments
A
09/27/13: 3
6.00
28.27 71,845 Type 5
Lab
2,540
B
09/27/13: 3
6.00
28.27 71,495 Type 5
Lab
2,530
2,530
C
10/01/13:7
6.00
28.27
Lab
D
10/01/13:7
6.00
28.27
Lab
E
10/22/13:28
6.00
28.27
Lab
F
10/22/13: 28
6.00
288 27
Lab
Ll
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Type 1 Type 2 Type 3
Type 4
Type 5
Type 6
Specification
Strength: 3,600 psi @ 28 days
Slump: 3 -5
Air Content: 3 -6
Date Received:
09/25/2013
Curing Method:
Standard
Time Sampled:
3:30 pm
Time Batched:
2:21 pm
Temp.: Ambient:
93 °F Mix: 93 °F
Slump: 6.0 Inches
Air Content: 6.0%
Mix Code: 5409
Transported By: LMC
Source /Sampled At: Truck / Center
Plant: 955
Truck /Ticket No: 1118 / 64350080
Quantity Represented: 9 cu. yds. at 18 cu. yds. placed of a 18 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or
C173, C1064 and C138. Compressive strength tests per ASTM C39.
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
r
Perry C. Kakara, CME Department 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.