ST0502A- LR160401ALLIPYYCE
CiEOTEQinICPIL
_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: 03/03/2016
Report Date: 04/01/2016 Previously Reported: 03/11/2016
Sampled By: Shaw, Frank
Project: Freeport Parkway North
By Order Of: Walter
Location: Sidewalk at future driveway at Station 23+00 and 26+50
Order Number: 1770
Number of
Client: City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH
TEST
LAB NO: 204747
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 204747
Page 1 of 1
Maximum Compressive
Average
Spec Age Tested Diameter Area Load Cure
Strength
Strength Tested
Nbr (date : days) (in) (int) (lbs) Break Type Loc
(PSI)
(PSI) By Comments
A 03/10/16: 7 6.00 28.27 124,195 Type 5 Lab
4,390
JR
B 03/10/16: 7 6.00 28.27 126,485 Type 5 Lab
4,470
4,430 JR
C 03/31/16 : 28 6.00 28.27 148,240 Type 3 Lab
5,240
MM
D 03/31/16: 28 6.00 28.27 152,915 Type 3 Lab
5,410
5,330 MM
Type 1 Type 2 Type 3 Type 4
Type 5
Type 6
Specification
Strength:
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: 1701 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: 139.1 #/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.
Orig: City of Coppell (Coppell, TX)'Attn: Mir 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
� RLLIRIYCE
GEOTKI-If11CRL
aRour
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: 03/23/2016
Report Date: 04/01/2016
Sampled By: Avila, Eli
Project: Freeport Parkway North
By Order Of: Walter
Location: Freeport Parkway monumental footing
Order Number: 1770
Number of
Client: City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 206338
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 206338
Page 1 of 1
Maximum Compressive
Average
Spec Age Tested Diameter Area Load Cure Strength
Strength Tested
Nbr (date : days) (in) (W) (Ibs) Break Type Loc (PSI)
(PSI) By Comments
A 03/30/16: 7 6.00 28.27 84,820 Type 3 Lab 3,000
MM
B 03/30/16: 7 6.00 28.27 82,005 Type 3 Lab 2,900
2,950 MM
C 04/20/16:28 6.00 28.27 Lab
D 04/20/16:28 6.00 28.27 Lab
l ll r
r_
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification
Strength: 3,000 psi @ 28 days
Slump: 3-5 Slump: 3.0 Inches Transported By: LMC
Air Content: 0.5-2.5 Air Content: 2.3% Source/Sampled At: Truck I Center
Mix Code: 1261 Plant: 952
Date Received: 03/24/2016 Truck/Ticket No: 5023 / 62994243
Curing Method: Standard
Time Sampled: 2:30 pm
Time Batched: 1:12 pm
Temp.: Ambient: 82°F Mix: 70°F
Quantity Represented: 9.5 cu. yds. at 9.5 cu. yds. placed of a 9.5 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.
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
ALuAnce
G CiEOTECFf11CfiL
GROVP_
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: 04/01/2016 Previously Reported: 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
p
Strength: 3,000 psi @ 28 days
Slump: 3-5 Slump: 3.75 Inches Transported By: LMC
Air Content: 3-6 Air Content: 3.2% Source/Sampled At: Truck / Center
Mix Code: 1261 Plant: 952
Date Received: 03/03/2016 Truck/Ticket No: 5015 / 62993430
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 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
. 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
Compressive
Average
Spec
Age Tested
Diameter
Area Load
Cure
Strength
Strength
Tested
Nbr
(date : days)
(in)
(in7) (lbs) Break Type Loc
(PSI)
(PSI)
By 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
03/30/16: 28
6.00
28.27 137,900 Type 3
Lab
4,880
MM
D
03/30/16: 28
6.00
28.27 140,210 Type 3
Lab
4,960
4,920
MM
Type 1 Type 2
Type 3 Type 4
Type 5
Type 6
S ecification
CONFORMS
p
Strength: 3,000 psi @ 28 days
Slump: 3-5 Slump: 3.75 Inches Transported By: LMC
Air Content: 3-6 Air Content: 3.2% Source/Sampled At: Truck / Center
Mix Code: 1261 Plant: 952
Date Received: 03/03/2016 Truck/Ticket No: 5015 / 62993430
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 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
. 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
ooALLifil'fCE
G GEOTKHf11C19L
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
Report Date: 04/01/2016 Previously Reported: 03/10/2016
Project: Freeport Parkway North
Location: Misc. Concrete
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
TEST RESULTS
Set: 2 of 2 Material: Concrete
Location: West retaining wall at Station 0+75 to 1+08, Section #3
Ix
Type 1 Type 2 Type 3 Type 4
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
Date Sampled: 03/02/2016
Sampled By: Shaw, Frank
By Order Of: Walter
Order Number: 1770
LAB NO: 204745
Test Method: See Below
Report No: 204745
Page 2 of 2
Number of Specimens: 4
Average
Strength
Tested
Maximum
By Comments
Compressive
Spec
Age Tested
Diameter
Area
Load
MM
Cure
Strength
Nbr
(date : days)
(in)
(int)
(Ibs)
Break Type
Loc
(PSI)
A
03/09/16: 7
6.00
28.27
89,925
Type 3
Lab
3,180
B
03/09/16: 7
6.00
28.27
86,740
Type 3
Lab
3,070
C
03/30/16: 28
6.00
28.27
121,035
Type 3
Lab
4,280
D
03/30/16: 28
6.00
28.27
123,705
Type 3
Lab
4,380
Ix
Type 1 Type 2 Type 3 Type 4
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
Date Sampled: 03/02/2016
Sampled By: Shaw, Frank
By Order Of: Walter
Order Number: 1770
LAB NO: 204745
Test Method: See Below
Report No: 204745
Page 2 of 2
Number of Specimens: 4
Average
Strength
Tested
(PSI)
By Comments
JR
3,120
JR
MM
4 330
MM
Type 5
CONFORMS
Slump: 4.75 Inches
Air Content: 3.3%
Mix Code: 1701
�` . I
Type 6
Transported By: LMC
Source/Sampled At: Truck / Center
Plant: 955E
Truck/Ticket No: 9105 / 64401291
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 or 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 REPRESENTAN 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.
RLLIR!'ICE
��pG GEOTECfiI'IICRL
GflOUP
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: 04/01/2010
Project: Freeport Parkway North
Location: Concrete - 15yd
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Spec
Age Tested
Diameter
Nbr
(date : days)
(in)
A
03/29/16:7
4.00
B
03/29/16:7
4.00
C
04/19/16:28
4.00
D
04/19/16:28
4.00
E
04/19/16:28
4.00
Specification
Strength:
Slump:
Air Content:
Curing Method:
Time Sampled:
Time Batched:
Temp.: Ambient: Mix:
TEST RESULTS
Compressive
Cure Strength
Loc (PSI)
Lab 4,290
Lab 4,110
Lab
Lab
Lab
Type 1 Type 2 Type 3 Type 4
Slump:
Air Content: NA
Mix Code:
Date Sampled: 03/22/2016
Sampled By: Himel, Travis
By Order Of: Walter
Order Number: 1770
Number of
Specimens: 5
LAB NO: 206163
Test Method: See Below
Report No: 206163
Page 1 of 1
Average
Strength Tested
(PSI) By Comments
MM
4,200 MM
� '" 1 M 1117 I
Type 5 Type 6
Transported By:
Source/Sampled At:
Plant:
Truck/Ticket No:
Quantity Represented:
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 Conte.nt was per ASTM C231 and
cylinders were not capped per ASTM C617.
Ong: City of Coppell (Coppell, TX) Attn: Mir 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
Area
Load
(int)
(lbs)
Break Type
12.57
53,900
Type 3
12.57
51,670
Type 3
12.57
12.57
12.57
Compressive
Cure Strength
Loc (PSI)
Lab 4,290
Lab 4,110
Lab
Lab
Lab
Type 1 Type 2 Type 3 Type 4
Slump:
Air Content: NA
Mix Code:
Date Sampled: 03/22/2016
Sampled By: Himel, Travis
By Order Of: Walter
Order Number: 1770
Number of
Specimens: 5
LAB NO: 206163
Test Method: See Below
Report No: 206163
Page 1 of 1
Average
Strength Tested
(PSI) By Comments
MM
4,200 MM
� '" 1 M 1117 I
Type 5 Type 6
Transported By:
Source/Sampled At:
Plant:
Truck/Ticket No:
Quantity Represented:
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 Conte.nt was per ASTM C231 and
cylinders were not capped per ASTM C617.
Ong: City of Coppell (Coppell, TX) Attn: Mir 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
RLLlfifiCE
�]G GEOTKHNYICRL
amour
-
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: 02/29/2016
Report Date: 04/01/2016 Previously Reported: 03/08/2016
Sampled By: Marks, David
Project: Freeport Parkway North
By Order Of: Walter
Location: Sidewalk east side of Freeport Parkway from Station 3+00 to
Order Number: 1770
4+68, Sampled; Sidewalk west side of Freeport Parkway at
Station 3+20
Number of
Client: City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 204741
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 204741
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 03/07/16: 7 6.00 28.27 93,160 Type 3 Lab 3,290
JR
B 03/07/16: 7 6.00 28.27 94,145 Type 3 Lab 3,330
3,310 JR
C 03/28/16 : 28 6.00 28.27 108,270 Type 3 Lab 3,830
MM
D 03/28/16: 28 6.00 28.27 107,830 Type 3 Lab 3,810
3,820 MM
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification CONFORMS
Strength: 3,000 psi @ 28 days
Slump: 3-5 Slump: 5.0 Inches
Transported By: LMC
Air Content: 3-6 Air Content: 3.8%
Source/Sampled At: Truck / Center
Mix Code: 1261
Plant: 961
Date Received: 03/01/2016
Truck/Ticket No: 9163 / 63711750
Curing Method: Standard
Time Sampled: 11:25 am
Time Batched: 10:15 am
Temp.: Ambient: 69°F Mix: 67°F
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 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
flLLIHfICE
GEOTECHNICRL
WP
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: 03/01/2016
Report Date: 04/01/2016 Previously Reported: 03/09/2016 Sampled By: Selman, Mario
Project: Freeport Parkway North By Order Of: Walter
Location: Misc. Concrete Order Number: 1770
Client: Citv of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 204743
Test Method: See Below
TEST RESULTS Report No: 204743
Page 1 of 2
Set: 1 of 2 Material: Concrete Number of Specimens: 4
Location: Sidewalk paving southbound Freeport Parkway, Station 7+11, Sampled; Station 7+11
Strength: 3,000 psi @ 28 days
Slump: 3-5 Slump: 4.0 Inches Transported By: LMC
Air Content: 3-6 Air Content: 3.0% Source/Sampled At: Truck / Center
Mix Code: 1261 Plant: 952
Date Received: 03/02/2016 Truck/Ticket No: 5015 / 62993363
Curing Method: Standard
Time Sampled: 11:28 am
Time Batched: 10:38 am
Temp.: Ambient: 66°F Mix: 68°F
Unit Weight: 143.5 #/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.
Qrig: 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
03/08/16: 7
6.00
28.27
81,195
Type 3
Lab
2,870
JR
B
03/08/16: 7
6.00
28.27
82,340
Type 3
Lab
2,910
2,890
JR
C
03/29/16: 28
6.00
28.27
121,435
Type 3
Lab
4,290
MM
D
03/29/16: 28
6.00
28.27
120,000
Type 3
Lab
4,240
4,2.70
MM
�.
I
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: 3.0% Source/Sampled At: Truck / Center
Mix Code: 1261 Plant: 952
Date Received: 03/02/2016 Truck/Ticket No: 5015 / 62993363
Curing Method: Standard
Time Sampled: 11:28 am
Time Batched: 10:38 am
Temp.: Ambient: 66°F Mix: 68°F
Unit Weight: 143.5 #/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.
Qrig: 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.
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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
Date Sampled: 03/01/2016
Report Date: 04/01/2016 Previously Reported: 03/09/2016
Sampled By: Selman, Mario
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: 204743
Test Method: See Below
- ......
TEST RESULTS
Report No: 204743
Page 2 of 2
Set: 2 of 2 Material: Concrete
Number of Specimens: 4
Location: Retaining wall, Panel 2 from Station 0+36 to 0+72, Sampled; Southbound Freeport
Parkway, Station 36+18
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 03/08/16: 7 6.00 28.27 111,345 Type 3 Lab 3,940
JR
B 03/08/16: 7 6.00 28.27 112,785 Type 3 Lab 3,990
3,960 JR
C 03/29/16: 28 6.00 28.27 150,750 Type 3 Lab 5,330
MM
D 03/29/16: 28 6.00 28.27 147,295 Type 3 Lab 5,210
5,270 MM
FIX
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I
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification CONFORMS
Strength: 3,600 psi @ 28 days
Slump: 3-5 Slump: 3.5 Inches
Transported By: LMC
Air Content: 3-6 Air Content: 3.5%
Source/Sampled At: Truck / Center
Mix Code: 1701
Plant: 956
Date Received: 03/02/2016 Truck/Ticket No: 9161 / 63099102
Curing Method: Standard
Time Sampled: 12:45 pm
Time Batched: 11:57 am
Temp.: Ambient: 70°F Mix: 68°F
Unit Weight: 145.7 #/cu ft
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
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