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GROUP ------
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
Date Sampled: 03/14/2016
Report Date: 03/22/2016
Sampled By: Skariah, Jay
Project: Freeport Parkway North
By Order Of: Walter
Location: Freeport Parkway median at Station 26+90 to 28+77, Sampled;
Order Number: 1770
Station 27+00
Number of
Client: City of Copped
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 205609
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 205609
Page 1 of 1
Maximum Compressive
Average
Spec Age Tested Diameter
Area Load Cure Strength
Strength Tested
Nbr (date : days) (in)
(int) (Ibs) Break Type Loc (PSI)
(PSI) By Comments
A 03/21/16: 7 6.00
28.27 87,607 Type 2 Lab 3,100
JR
B 03/21/16: 7 6.00
28.27 84,395 Type 2 Lab 2,980
3,040 JR
C 04/11/16:28 6.00
28.27 Lab
D 04/11/16:28 6.00
28.27 Lab
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification
Strength: 3,000 psi @ 28 days
Slump: 3-5 Slump: 4.5 Inches Transported By: LMC
Air Content: 3-6 Air Content: 3.9% Source/Sampled At: Truck / Center
Mix Code: 1261 Plant: 956
Date Received: 03/15/2016 Truck/Ticket No: 1407 / 63099408
Curing Method: Standard
Time Sampled: 1:00 pm
Time Batched: 11:57 am
Temp.: Ambient: 88°F Mix: 74°F
Unit Weight: 144.8 #/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
' AWAnce
(EOTECFi'IICFlL
QiOUP
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 Date Sampled: 02/22/2016
Report Date: 03/22/2016 Previously Reported: 03/02/2016 Sampled By: Maumalanga, John
Project: Freeport Parkway North By Order Of: Walter
Location: Misc. Concrete Order Number: 1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 204232
Test Method: See Below
TEST RESULTS Report No: 204232
Page 1 of 2
Set: 1 of 2 Material: Concrete
Location: Southbound sidewalk at Station 17+77, Sampled; Station 17+90
Type 1 Type 2 Type 3 Type 4
Specification
Strength: 3,000 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received: 02/23/2016
Curing Method: Standard
Time Sampled: 11:15 am
Time Batched: 10:21 am
Temp.: Ambient: 63*F Mix: 70°F
Number of Specimens: 4
Average
Strength Tested
(PSI)
Maximum
JR
Compressive
Spec
Age Tested
Diameter
Area
Load
Cure
Strength
Nbr
(date : days)
(in)
(int)
(Ibs)
Break Type
Loc
(PSI)
A
02/29/16: 7
6.00
28.27
168,865
Type 4
Lab
5,970
B
02/29/16: 7
6.00
28.27
166,435
Type 4
Lab
5,890
C
03/21/16: 28
6.00
28.27
185,960
Type 1
Lab
6,580
Q
03/21/16: 28
6.00
28.27
180,495
Type 1
Lab
6,380
Type 1 Type 2 Type 3 Type 4
Specification
Strength: 3,000 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received: 02/23/2016
Curing Method: Standard
Time Sampled: 11:15 am
Time Batched: 10:21 am
Temp.: Ambient: 63*F Mix: 70°F
Number of Specimens: 4
Average
Strength Tested
(PSI)
By Comments
JR
5,930
JR
JR
6 480
JR
Type 5
CONFORMS
Slump: 3.5 Inches
Air Content: 3.0%
Mix Code: 1261
-- I
Type 6
Transported By: LMC
Source/Sampled At: Truck / Center
Plant: 956
Truck/Ticket No: 5029 / 63098880
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 Deparlment 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
ALLIMNCE
{ , GEOTECHNICPIL
GROVr
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
CU
F111
Date Sampled: 02/22/2016
Report Date: Q3/22/2016 Previously Reported: 03/02/2016
Type 2
Type 3
Sampled By: Maumalanga, John
Project: Freeport Parkway North
By Order Of: Walter
Location: Misc. Concrete
Order Number: 1770
Client: City of Coppell
REPORT. REPORT OF CONCRETE
COMPRESSIVE STRENGTH TEST
LAB NO: 204232
Test Method: See Below
TEST RESULTS
Report No: 204232
Page 2 of 2
Set: 2 of 2
Material: Concrete
Number of Specimens: 4
Location: Retaining wall, Panel 9, Sampled;
Station 2+50
Maximum
Compressive
Average
Spec Age Tested Diameter Area
Load
Cure
Strength
Strength Tested
Nbr (date : days) (in) (int)
(Ibs) Break Type
Loc
(PSI)
(PSI) By Comments
A 02/29/16: 7 6.00 28.27
132,480 Type 4
Lab
4,690
JR
B 02/29/16 : 7 6.00 28.27
135,655 Type 4
Lab
4,800
4,740 JR
C 03/21/16: 28 6.00 28.27
171,875 Type 1
Lab
6,080
JR
D 03/21/16 • 28 6 00 28 27
167 920 Type 1
Lab
5 940
6,010 JR
P11 -F9
HE
CU
F111
FT-] F]
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: 02/23/2016
Curing Method: Standard
Time Sampled:
Time Batched: 12:18 pm
Temp.: Ambient: Mix: 70°F
CONFORMS
Slump: 4.0 Inches Transported By: LMC
Air Content: NA Source/Sampled At: Truck / Center
Mix Code: 1701 Plant: 952
Truck/Ticket No: 7024 / 62993111
Quantity Represented: 9.5 cu. yds. at 9.5 cu. yds. placed of a 22.0 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
L 3
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