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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: 03/11/2016
Project: Freeport Parkway North
Location: Sidewalk at future driveway at Station 23+00 and 26+50
Client: City of Coppelt
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Material: Concrete
TEST RESULTS
Spec
Age Tested
Nbr
(date : days)
A
03/10/16:7
B
03/10/16:7
C
03/31/16 : 28
D
03/31/16:28
Specification
Strength:
Slump: 3-5
Air Content: 3-6
Compressive
Cure Strength
Loc (PSI)
Lab 4,390
Lab 4,470
Lab
Lab
J
3 Type 4
Date Sampled: 03/03/2016
Sampled By: Shaw, Frank
By Order Of: Walter
Order Number: 1770
Number of
Specimens: 4
LAB NO: 204747
Test Method: See Below
Report No: 204747
Page 1 of 1
Average
Strength Tested
(PSI) By Comments
JR
4,430 JR
LU LJ
Type 5 Type 6
Slump: 4,0 Inches
Air Content: 3.2%
Mix Code: 1701
Transported By: LMC
Source/Sampled At: Truck / Center
Plant: 956
Date Received: 03/04/2016 Truck/Ticket No: 1407 / 63099214
Curing Method: Standard
Time Sampled: 11:45 am
Time Batched: 11:06 am
Temp.: Ambient: 72°F Mix: 72*F
Unit Weight: 1391 #/cu ft
Quantity Represented: 9.5 cu. yds, at 9,5 cu. yds, placed of a 28.5 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,
prig: City of Coppell (Coppelt, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
r�
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
Maximum
Diameter
Area Load
(in)
(int) (lbs) Break Type
6.00
28.27 124,195 Type 5
6.00
28.27 126,485 Type 5
6.00
28.27
6.00
28.27
� 11 I I-." I 1
��.
Type 1 Type 2
Type
Specification
Strength:
Slump: 3-5
Air Content: 3-6
Compressive
Cure Strength
Loc (PSI)
Lab 4,390
Lab 4,470
Lab
Lab
J
3 Type 4
Date Sampled: 03/03/2016
Sampled By: Shaw, Frank
By Order Of: Walter
Order Number: 1770
Number of
Specimens: 4
LAB NO: 204747
Test Method: See Below
Report No: 204747
Page 1 of 1
Average
Strength Tested
(PSI) By Comments
JR
4,430 JR
LU LJ
Type 5 Type 6
Slump: 4,0 Inches
Air Content: 3.2%
Mix Code: 1701
Transported By: LMC
Source/Sampled At: Truck / Center
Plant: 956
Date Received: 03/04/2016 Truck/Ticket No: 1407 / 63099214
Curing Method: Standard
Time Sampled: 11:45 am
Time Batched: 11:06 am
Temp.: Ambient: 72°F Mix: 72*F
Unit Weight: 1391 #/cu ft
Quantity Represented: 9.5 cu. yds, at 9,5 cu. yds, placed of a 28.5 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,
prig: City of Coppell (Coppelt, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
r�
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