ST0502A- LR160310 (2)I ALLIn'ICE
(t� GEOTECHnICRL
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: 02/10/2016
Report Date: 03/10/2016 Previously Reported: 02/18/2016 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: 203411
Test Method: See Below
TEST RESULTS Report No: 203411
Page 1 of 2
Set: 1 of 2 Material: Concrete Number of Specimens: 4
Location: Retaining wall footing, Panel 2, Station 36-72, Sampled; Station 36
D 03/09/16.28 6.00 YP
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification CONFORMS
Strength: 3,600 psi @ 28 days
Slump: 3-5 Slump: 6.0 Inches Transported By: LMC
Air Content: 3-6 Air Content: 4.0% Source/Sampled At: Truck / Center
Mix Code: 1701 Plant: 952
Date Received: 02/11/2016 Truck/Ticket No: 7024 / 62992539
Curing Method: Standard
Time Sampled: 3:30 pm
Time Batched: 2:37 pm
Temp.: Ambient: 64°F Mix: 65°F
Unit Weight: 142.4 #/cu ft
Quantity Represented: 9.5 cu. yds. at 18.5 cu, yds. placed of a 27.0 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, 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
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
Compressive
Average
Spec
Age Tested
Diameter
Area
Load
Cure
Strength
(PSI)
Strength Tested
(PSI) By
Nbr
(date : days)
(in)
(int)
(Ibs)
Break Type
Loc
Comments
A
02/17/16 :7
6.00
28.27
85,255
Type 3
Lab
3,020
JR
B
02/17/16 :7
6.00
28.27
87,375
Type 3
Lab
3,090
3,050
JR
C
03/09/16 : 28
6.00
28.27
115,085
Type 1
Lab
4,070
JR
28 27
112 260
T el
Lab
3 970
4,020
JR
D 03/09/16.28 6.00 YP
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification CONFORMS
Strength: 3,600 psi @ 28 days
Slump: 3-5 Slump: 6.0 Inches Transported By: LMC
Air Content: 3-6 Air Content: 4.0% Source/Sampled At: Truck / Center
Mix Code: 1701 Plant: 952
Date Received: 02/11/2016 Truck/Ticket No: 7024 / 62992539
Curing Method: Standard
Time Sampled: 3:30 pm
Time Batched: 2:37 pm
Temp.: Ambient: 64°F Mix: 65°F
Unit Weight: 142.4 #/cu ft
Quantity Represented: 9.5 cu. yds. at 18.5 cu, yds. placed of a 27.0 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, 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
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.
' ALLIfifYCE
SiEOTECI-f11CRL
(�T _GROIiP___
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: 02/10/2016
Report pate: 03/10/2016 Previously Reported: 02/18/2016 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: 203411
Test Method; See Below
TEST RESULTS Report No: 203411
Page 2 of 2
Set: 2 of 2 Material: Concrete Number of Specimens: 4
Location: Sidewalk, Station 21; Sampled; 5' West x 3' south northeast corner of pour at Station 21
Specification CONFORMS
Strength: 3,000 psi @ 28 days
Slump: 3-5 Slump: 4.0 Inches Transported By: LMC
Air Content: 3-6 Air Content: 3.2% Source/Sampled At: Truck / Center
Mix Code: 1261 Plant: 956
Date Received: 02/11/2016 Truck/Ticket No: 7060 / 63098584
Curing Method: Standard
Time Sampled: 11:45 am
Time Batched: 10:48 am
Temp.: Ambient: 63°F Mix: 60°F
Unit Weight: 141.5 #/cu ft
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.
prig: 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.
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
02/17/16: 7
6.00
28.27
89,510
Type 5
Lab
3,170
JR
B
02/17/16: 7
6.00
28.27
87,920
Type 5
Lab
3,110
3,140
JR
C
03/09/16: 28
6.00
28.27
125,330
Type 1
Lab
4,430
JR
D
03/09/16: 28
6.00
28.27
122,480
Type 1
Lab
4,330
4,380
JR
N IT -11
Type
1 Type 2 Type
3 Type 4 Type 5
Type 6
Specification CONFORMS
Strength: 3,000 psi @ 28 days
Slump: 3-5 Slump: 4.0 Inches Transported By: LMC
Air Content: 3-6 Air Content: 3.2% Source/Sampled At: Truck / Center
Mix Code: 1261 Plant: 956
Date Received: 02/11/2016 Truck/Ticket No: 7060 / 63098584
Curing Method: Standard
Time Sampled: 11:45 am
Time Batched: 10:48 am
Temp.: Ambient: 63°F Mix: 60°F
Unit Weight: 141.5 #/cu ft
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.
prig: 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.
ALLIWYCE
4PG 6EOTECFi11CPIL
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: 03/02/2016
Report Date: 03/10/2016
Sampled By: Shaw, Frank
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: 204745
Test Method: See Below
TEST RESULTS
Report No: 204745
Page 1 of 2
Set: 1 of 2 Material: Concrete
Number of Specimens: 4
Location: Sidewalk section at Station 6+30 and 6+70 along northbound Freeport Parkway
Maximum Compressive
Average
Spec Age Tested Diameter Area Load Cure Strength
(PSI)
Strength Tested
(PSI) By
Nbr (date : days) (in) (int) (Ibs) Break Type Loc
Comments
A 03/09/16: 7 6.00 28.27 118,210 Type 3 Lab 4,180
JR
B 03/09/16: 7 6.00 28.27 115,420 Type 3 Lab 4,080
4,130 JR
C Q3/30/16:28
D 03/30/16:28
6.00 28.27
6.00 28.27
V
Type 1
Specification
Strength: 3,000 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Lab
Lab_
Type 2 Type 3 Type 4 Type 5
Slump: 3.75 Inches
Air Content: 3.2%
Mix Code: 1261
Type 6
Transported By: LMC
Source/Sampled At: Truck / Center
Plant: 952
k/T' k t N ' 501 5 / 62993430
Date Received: 03/03/2016 Truc Ice o.
Curing Method: Standard
Time Sampled: 11:50 am
Time Batched: 11:02 am
Temp.: Ambient: 68°F Mix: 70°F
Unit Weight: 139.9 #/cu ft
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
d sampled C138, Compress ve st ength testpe ASTMC39ed . accordance with T 1 143,
Air Content was perAS MC231 and
C1064 an
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
flLLIHIYCE
G GEOTECHIYICflL
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: 03/02/2016
Report Date: 03/10/2016 Sampled By: Shaw, Frank
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: 204745
Test Method: See Below
TEST RESULTS Report No: 204745
Page 2 of 2
Set: 2 of 2
Material: Concrete
Location: West retaining wall at Station
0+75 to 1+08, Section #3
Maximum
Spec Age Tested
Diameter
Area Load
Nbr (date : days)
(in)
(in') (Ibs) Break Type
A 03/09/16 :7
6.00
28.27 89,925 Type 3
B 03/09/16 : 7
6.00
28.27 86,740 Type 3
C 03/30/16:28 6.00 28.27
D 03/30/16:28 6.00 28.27
1
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received: 03/03/2016
Curing Method: Standard
Time Sampled: 2:55 pm
Time Batched: 1:56 pm
Temp.: Ambient: 72°F Mix: 72°F
1�`T_T_l 11B
Type 2 Type
Compressive
Cure Strength
Loc (PSI)
Lab 3,180
Lab 3,070
Lab
Lab
F-1
Type 4
[ , _II—
Type 5
Slump: 4.75 Inches
Air Content: 3.3%
Mix Code: 1701
Number of Specimens: 4
Average
Strength Tested
(PSI) By Comments
JR
3,120 JR
Type 6
Transported By: LMC
Source/Sampled At: Truck I Center
Plant: 955E
Truck/Ticket No: 9105 1 64401 291
Quantity Represented: 9.5 cu. yds. at 9.5 cu. yds. placed of a 23.5 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.
Ong: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C, Kakara, SETT, 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