ST0502B- LR151117RLLIAnCE
GGEOTECMIYICRL
GRl7U
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: 11/17/2015 Previously Reported: 10/27/2015
Project: Freeport Parkway North
Location: Wall, base
Client. City of Coppell
REPORT:
Material:
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Concrete
Spec
Age Tested
Diameter
Area
Nbr
(date : days)
(in)
(in')
A
10/26/15 :7
6.00
2827
B
11/16/15:28
6.00
28.27
C
11/16/15:28
6.00
28.27
D
(PSI)
(PSI) By Comments
128,270
Specification
Strength:
Slump: 3-5
Air Content: 3-6
Date Sampled: 10/19/2015
Sampled By: Smith, Charles
By Order Of: Walter
Order Number: 1770
Number of
Specimens: 4
LAB NO: 195849
Test Method: See Below
J
Type 1
HOLD (see remarks) -
Type 2 Type 3 Type 4 Type 5 Type 6
Slump: 3.5 Inches Transported By: LMC
Air Content: 3.0% Source/Sampled At: Truck / Center
Mix Code: 1701 Plant: 956
Date Received: 10/20/2015 Truck/Ticket No: 5022 / 63096222
Curing Method: Standard
Time Sampled: 1:40 pm
Time Batched: 12:52 pm
Temp.: Ambient: 80°F Mix: 85°F
Unit Weight: 148.8 #/cu ft
Quantity Represented: 9.5 cu, yds. at 9.5 cu. yds. placed of a 19 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.
Crig: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
i2e
Perry C. Kakara, SE/T, 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
1 HE 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 RESULTS
Report No: 195849
Page 1 of 1
Maximum
Compressive
Average
Load
Cure
Strength
Strength Tested
(Ibs)
Break Type
Loc
(PSI)
(PSI) By Comments
128,270
Type 3
Lab
4,540
4,540 JR
169,820
Type 3
Lab
6,010
JR
167,245
Type 3
Lab
5,920
5,960 JR
J
Type 1
HOLD (see remarks) -
Type 2 Type 3 Type 4 Type 5 Type 6
Slump: 3.5 Inches Transported By: LMC
Air Content: 3.0% Source/Sampled At: Truck / Center
Mix Code: 1701 Plant: 956
Date Received: 10/20/2015 Truck/Ticket No: 5022 / 63096222
Curing Method: Standard
Time Sampled: 1:40 pm
Time Batched: 12:52 pm
Temp.: Ambient: 80°F Mix: 85°F
Unit Weight: 148.8 #/cu ft
Quantity Represented: 9.5 cu, yds. at 9.5 cu. yds. placed of a 19 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.
Crig: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
i2e
Perry C. Kakara, SE/T, 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
1 HE 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.