ST0502B- LR151120 (4)ALuAnce
GGEOTKFinICRL
GROU
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: 11/20/2015
Project: Freeport Parkway North
Location: Misc. Concrete
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Material: Concrete
Spec
Age Tested
Diameter
Area
Nbr
(date : days)
(in)
(in')
A
11/19/15:7
6.00
28.27
B
12/10/15:28
6.00
28.27
C
12/10/15:28
6.00
28.27
D
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Sampled: 11/12/2015
Sampled By: Reyes, Jason
By Order Of: Walter
Order Number: 1770
Number of
Specimens: 4
LAB NO: 197478
Test Method: See Below
Report No: 197478R
Page 1 of 1
Average
Strength Tested
(PSI) By Comments
4,040 JR
HOLD (see remarks) -
Type 2 Type 3 Type 4 Type 5 Type 6
Slump: 4.25 Inches Transported By: LMC
Air Content: 4.2% Source/Sampled At: Truck / Center
Mix Code: 1701 Plant: 955E
Date Received: 11/13/2015 Truck/Ticket No: 1425 / 64394318
Curing Method: Standard
Time Sampled: 4:25 pm
Time Batched: 3:01 pm
Temp.: Ambient: 67°F Mix: 88°F
Unit Weight: 145.8 #/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 no
C1064 and eC138. Compred in remarks, ss ve strength tencrete was st) per ed aASTM nd tC39ed n accordance with ASTM 1 143,
Air Content was per ASTM C231 and
cylinders were not capped per ASTM C617.
Ong: City of Coppell (Coppell, f X) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
IBIS REPORI APPLIES ONLY T O THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESrLDANDlOF4 8SERVED AND ARE NOT NECESSARILY INDICATIVE OF
TI IE OUAI_I1"IES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN OWDING OVALITYASSURANCE PROGRAM UNLESS SO
NOTED, -1IFSE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO HE REPRODUCED wITFIOU[T WRITTEN PERMISSION.
TEST RESULTS
Maximum
Compressive
Load
Cure Strength
(lbs)
Break Type Loc (PSI)
114,200
Type 3 Lab 4,040
Lab
Lab
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Sampled: 11/12/2015
Sampled By: Reyes, Jason
By Order Of: Walter
Order Number: 1770
Number of
Specimens: 4
LAB NO: 197478
Test Method: See Below
Report No: 197478R
Page 1 of 1
Average
Strength Tested
(PSI) By Comments
4,040 JR
HOLD (see remarks) -
Type 2 Type 3 Type 4 Type 5 Type 6
Slump: 4.25 Inches Transported By: LMC
Air Content: 4.2% Source/Sampled At: Truck / Center
Mix Code: 1701 Plant: 955E
Date Received: 11/13/2015 Truck/Ticket No: 1425 / 64394318
Curing Method: Standard
Time Sampled: 4:25 pm
Time Batched: 3:01 pm
Temp.: Ambient: 67°F Mix: 88°F
Unit Weight: 145.8 #/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 no
C1064 and eC138. Compred in remarks, ss ve strength tencrete was st) per ed aASTM nd tC39ed n accordance with ASTM 1 143,
Air Content was per ASTM C231 and
cylinders were not capped per ASTM C617.
Ong: City of Coppell (Coppell, f X) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
IBIS REPORI APPLIES ONLY T O THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESrLDANDlOF4 8SERVED AND ARE NOT NECESSARILY INDICATIVE OF
TI IE OUAI_I1"IES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN OWDING OVALITYASSURANCE PROGRAM UNLESS SO
NOTED, -1IFSE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO HE REPRODUCED wITFIOU[T WRITTEN PERMISSION.