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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: C15-0812
Report Date: 03/04/2016
Project: Freeport Parkway North
Location: Misc. Concrete
Date Sampled: 02/26/2016
Sampled By: Maumalanga, John
By Order Of: Walter
Order Number: 1770
Client: City of Coppell _
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 204327
Test Method: See Below
TEST RESULTS
Set: 1 of 2
Compressive
Material: Concrete
Location: Sidewalk Station
0+60 to 4+40, Sampled; Station 0+60
(PSI)
Lab
Maximum
Spec Age Tested
Diameter
Area Load
Nbr (date : days)
(in)
(int) (Ibs) Break Type
A 03/04/16: 7
6.00
28.27 87,330 Type 2
B 03/04/16: 7
6.00
28.27 85,435 Type 3
C 03/25/16:28
D 03/25/16:28
6.00 28.27
6.00 28.27
Type 1
Specification
Strength: 3,OQO psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received: 02/27/2016
Curing Method: Standard
Time Sampled: 11:07 am
Time Batched: 10:30 am
Temp.: Ambient: 57°F Mix: 60°F
fqy
Compressive
Cure
Strength
Loc
(PSI)
Lab
3,090
Lab
3,020
Lab
Lab
fqy
Type 2
Type 3 Type 4
Slump: 4.0 Inches
Air Content: 4.2%
Mix Code: 1261
Report No: 204327
Page 1 of 2
Number of Specimens: 4
Average
Strength Tested
(PSI) By Comments
JR
3.060 JR
Type 5 Type 6
Transported By: LMC
Source/Sampled At: Truck I Center
Plant: 956
Truck/Ticket No: 7060 163098950
Quantity Represented: 9.5 cu. yds. at 9.5 cu, yds. placed of a 38.0 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143,
C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and
cylinders were not capped per ASTM C617.
Orig: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, 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
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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: C15-0812
Report Date: 03/04/2016
Project: Freeport Parkway North
Location: Misc. Concrete
Client: City of Coppell _
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
TEST RESULTS
Set: 2 of 2
Material: Concrete
Location: Retaining wall,
Panel 8, Sampled; Panel 8
Maximum
Spec Age Tested
Diameter
Area Load
Nbr (date : days)
(in)
(int) (Ibs) Break
A 03/04/16: 7
6.00
28.27 116,135 Type 3
B 03/04/16: 7
6.00
28.27 120,565 Type 3
C 03/25/16:28
D 03/25/16:28
6.00 28.27
6.00 28.27
Type 1
Compressive
Cure Strength
Type Loc (PSI)
Lab 4,110
Lab 4,260
Lab
Lab
E�B I -]
Type 3 Type 4
Type 5
Date Sampled: 02/26/2016
Sampled By: Maumalanga, John
By Order Of: Walter
Order Number: 1770
LAB NO: 204327
Test Method: See Below
Report No: 204327
Page 2 of 2
Number of Specimens: 4
Average
Strength Tested
(PSI) By Comments
JR
4,190 JR
I
Type 6
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5 Slump: 4.75 Inches Transported By: LMC
Air Content: 0-3 Air Content: 1.6% Source/Sampled At: Truck / Center
Mix Code: 1701 Plant: 952
Date Received: 02/27/2016 Truck/Ticket No: 1417 / 62993190
Curing Method: Standard
Time Sampled: 2:15 pm
Time Batched: 1:08 pm
Temp.: Ambient: 61°F Mix: 68°F
Unit Weight: 134 #/cu ft
Quantity Represented: 9.5 cu. yds. at 9.5 cu. yds. placed of a 19.0 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143,
C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and
cylinders were not capped per ASTM C617.
Orig: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C, Kakara, SET, 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