ST0502B- LR160227RLLIHnCE
G6EOTECHnICRL
GROV
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 7524.7
Phone: (972) 444-8889 Fax: (972) 444-8893
Acct ID: 1770 File No: C15-0812 Date Sampled: 02/19/2016
Report Date: 02/27/2016 Sampled By: Perez, Jose
Project: Freeport Parkway North By Order Of: Walter
Location: South sidewalk from Station 20+40 to 22+66, Sampled; South Order Number: 1770
sidewalk at Station 20+55
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Material: Concrete
Spec;
Age Tested
Diameter
Nbr
(date : days)
(in)
A
02/26/16:7
6.00
B
02/26/16:7
6.00
C
03/18/16:28
6.00
D
03/18/16: 28
600
TEST RESULTS
Cure
Loc
28.27
28.27 l [
j Type 1 Type 2 Type 3
Specification
Strength: 3,000 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received: 02/20/2016
Curing Method: Standard
Time Sampled: 11:40 am
Time Batched: 10:20 am
Temp.: Ambient: 67°F Mix: 71°F
Compressive
Strength
(PSI)
Lab 2,890
Lab 2,820
Lab
Lab
Type 4
Slump: 4.25 Inches
Air Content: 3.9%
Mix Code: 1261
Number of
Specimens: 4
LAB NO: 203607
Test Method, See Below
Report No: 203607
Page 1 of 1
Average
Strength Tested
(PSI) By Comments
JR
2,850 JR
Type 5 Type 6
Transported By: LMC
Source/Sampled At: Truck / Center
Plant: 952
Truck/Ticket No: 5015 / 62993066
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
Ong: City of Coppell (Coppoll, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
THIS RE PORT APPLIFS ONI Y 10 THE STANDARDS OR PROCLDURES INDICATED AND TO THE SAMPI EIS) TES I ED ANO/OR OBSERVED AND ARE NOT NECESSARII Y INDICATIVE- OF
l I IL QUA[ IT IES 01- APPARLNTI Y IDFNT ICA[. OR SIMII AR PRODUCTS OR PROCEDURPS, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THFSI_ RE'POR IS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENI AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Maximum
Area
Load
(int)
(Ibs) Break Type
28.27
81,835 Type 4
28.27
79,595 Type 4
Cure
Loc
28.27
28.27 l [
j Type 1 Type 2 Type 3
Specification
Strength: 3,000 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received: 02/20/2016
Curing Method: Standard
Time Sampled: 11:40 am
Time Batched: 10:20 am
Temp.: Ambient: 67°F Mix: 71°F
Compressive
Strength
(PSI)
Lab 2,890
Lab 2,820
Lab
Lab
Type 4
Slump: 4.25 Inches
Air Content: 3.9%
Mix Code: 1261
Number of
Specimens: 4
LAB NO: 203607
Test Method, See Below
Report No: 203607
Page 1 of 1
Average
Strength Tested
(PSI) By Comments
JR
2,850 JR
Type 5 Type 6
Transported By: LMC
Source/Sampled At: Truck / Center
Plant: 952
Truck/Ticket No: 5015 / 62993066
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
Ong: City of Coppell (Coppoll, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
THIS RE PORT APPLIFS ONI Y 10 THE STANDARDS OR PROCLDURES INDICATED AND TO THE SAMPI EIS) TES I ED ANO/OR OBSERVED AND ARE NOT NECESSARII Y INDICATIVE- OF
l I IL QUA[ IT IES 01- APPARLNTI Y IDFNT ICA[. OR SIMII AR PRODUCTS OR PROCEDURPS, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THFSI_ RE'POR IS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENI AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
RLLIAIYCE
GEOTECHhICRL
i 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: 02/27/2016 Previously Reported: 02/08/2016
Project: Freeport Parkway North
Location: Misc. Concrete
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Date Sampled: 01/29/2016
Sampled By: Skariah, Jay
By Order Of: Walter
Order Number: 1770
LAB NO: 202482
Test Method: See Below
TEST RESULTS Report No: 202482
Page 1 of 6
Set: 1 of 6 Material: Concrete Number of Specimens: 4
Location: Inlet Freeport Parkway at Stations 17+77, 10+31, and 8+32, Sampled; Station 17+77
Date Received: 01/30/2016 Truck/Tcket No. 1002
Curing Method: Standard
Time Sampled: 10:45 am
Time Batched: 9:46 am
Temp.: Ambient: 66°F Mix: 66°F
Unit Weight: 138.9 #/cu ft
Quantity Represented: 10.0 cu, yds. at 10.0 cu yds. placed of a 10.0 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 (Coppet, -1X)Attn: Mr. Rick O'Dell (1 -CC copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
THIS HEPORTAPPLIES ONLYTO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
I HE QUALITIES OF APPARE"NR Y IDENTICAL. OR SIMIL AR PRODUCTS OR PROCEDURIFS, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTGD THESE REPORTS ARE FOR THE EXCLUSIVE USE OF [READDRESSED CLIENT AND ARE NOTTO BE REPRODUCED WITHOUT WRIITEN PERMISSION"
Maximum
Compressive Average
Spec:
Age Tested Diameter
Area
Load
Cure Strength
Strength Tested
Nbr
(date : days) (in)
(in Z)
(lbs)
Break Type Loc (PSI)
(PSI) By Comments
A
02/05/16: 7 6.00
2827
134,950
Type 3 Lab 4,770
4,770 JR
B
02/26/16: 28 600
28.27
188,810
Type 2 Lab 6,680
JR
C
02/26/16: 28 6.00
28.27
185,335
Type 2 Lab 6,550
6,620 JR
D
HOLD (see remarks) -
Type
1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification
CONFORMS
Strength: 4,200 psi @ 28 days
Slump: 3-5
Slump: 4.0 Inches
Transported By: Redi-Mix
Air Content: 3-6
Air Content: 4.1 %
Source/Sampled At: Truck I Center
Mix Code: 1 OM21524
Plant: 136
/25237603
Date Received: 01/30/2016 Truck/Tcket No. 1002
Curing Method: Standard
Time Sampled: 10:45 am
Time Batched: 9:46 am
Temp.: Ambient: 66°F Mix: 66°F
Unit Weight: 138.9 #/cu ft
Quantity Represented: 10.0 cu, yds. at 10.0 cu yds. placed of a 10.0 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 (Coppet, -1X)Attn: Mr. Rick O'Dell (1 -CC copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
THIS HEPORTAPPLIES ONLYTO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
I HE QUALITIES OF APPARE"NR Y IDENTICAL. OR SIMIL AR PRODUCTS OR PROCEDURIFS, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTGD THESE REPORTS ARE FOR THE EXCLUSIVE USE OF [READDRESSED CLIENT AND ARE NOTTO BE REPRODUCED WITHOUT WRIITEN PERMISSION"
RLLIFlfICE
GGEOTECHf11C19L
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: 02/27/2016 Previously Reported: 02/08/2016
Project: Freeport Parkway North
Location: Misc. Concrete
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Date Sampled: 01/29/2016
Sampled By: Skariah, Jay
By Order Of: Walter
Order Number: 1770
LAB NO: 202482
Test Method: See Below
TEST RESULTS Report No: 202482
Page 2 of 6
Set: 2 of 6 Material: Concrete Number of Specimens: 5
Location: Northbound Freeport Parkway at Station 29+40 to 15+73, Sampled, Station 29+30
Maximum Compressive Average
Spec. St fl, Stren th T t d
Nbr
A
B
C
D
E
Age Tested Diameter Area Load Cure reng g -
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1.5-3
Air Content: 3-6
Comments
HOLD (see remarks) -
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 1 5 Inches Transported By: Tiseo
Air Content: 4.3% Source/Sampled At: Truck / Center
Mix Code: 2605M Plant: On -Site
Date Received: 01/30/2016 Truck/Ticket No: NIA/ 24648
Curing Method: Standard
Time Sampled: 7:30 am
Time Batched: 7:15 am
Temp.: Ambient: 39°F Mix: 55°F
Unit Weight: 141.7 #/cu ft
Quantity Represented: 10.0 cu. yds. at 10.0 cu. yds. placed of a 10.0 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTNI 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, T X) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C, Kakara, SET, CME Department Manager
i[IIS REPORT APPLIES ONLY TO THL STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIV[ Of
II IE 0JAI JTIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NO -1 LD 1 IILSE REPORI S ARE FOR THE EXCLUSIVE USE Or THE ADDRESSED CI_IEN1 AND ARE NO] TO BE REPRODUCED WII HOUT WRITTEN PERMISSION.
Loc
(PSI)
(PSI)
e
By
(date : days)
(in)
(int)
(Ibs)
Break Type
02/01/16: 3
6.00
28.27
140,920
Type 3
Lab
4,980
4,980
JR
02/05/16: 7
6.00
28.27
151,125
Type 3
Lab
5,340
5,340
JR
02/26/16: 28
6.00
28.27
209,030
Type 2
Lab
7,390
JR
02/26/16: 28
6.00
2827
203,145
Type 2
Lab
7,180
7,290
JR
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1.5-3
Air Content: 3-6
Comments
HOLD (see remarks) -
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 1 5 Inches Transported By: Tiseo
Air Content: 4.3% Source/Sampled At: Truck / Center
Mix Code: 2605M Plant: On -Site
Date Received: 01/30/2016 Truck/Ticket No: NIA/ 24648
Curing Method: Standard
Time Sampled: 7:30 am
Time Batched: 7:15 am
Temp.: Ambient: 39°F Mix: 55°F
Unit Weight: 141.7 #/cu ft
Quantity Represented: 10.0 cu. yds. at 10.0 cu. yds. placed of a 10.0 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTNI 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, T X) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C, Kakara, SET, CME Department Manager
i[IIS REPORT APPLIES ONLY TO THL STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIV[ Of
II IE 0JAI JTIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NO -1 LD 1 IILSE REPORI S ARE FOR THE EXCLUSIVE USE Or THE ADDRESSED CI_IEN1 AND ARE NO] TO BE REPRODUCED WII HOUT WRITTEN PERMISSION.
-� RLLIHIYCE
GEOTECHnICRL
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: 02/27/2016 Previously Reported: 02/08/2016
Project: Freeport Parkway North
Location: Misc. Concrete
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
TEST RESULTS
Date Sampled: 01/29/2016
Sampled By: Skariah, Jay
By Order Of: Walter
Order Number: 1770
LAB NO: 202482
Test Method: See Below
Report No: 202482
Page 3of6
Set: 3 of 6 Material: Concrete Number of Specimens: 5
Location: Northbound Freeport Parkway at Station 29+40 to 15+73, (hand paving), Sampled; Station 26+30
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification CONFORMS
Strength: 3,600 psi @ 28 days
Slump: 3-5 Slump: 5.0 Inches Transported By: Tiseo
Air Content: 3-6 Air Content: 4.6% Source/Sampled At: Truck / Center
Mix Code: 2605H Plant: On -Site;
Date Received: 01/30/2016 Truck/Ticket No: N/A/ 24659
Curing Method: Standard
Time Sampled: 9:00 am
Time Batched: 8:25 am
Ternp.: Ambient: 52°F Mix: 59°F
Unit Weight: 140.3 #/cu ft
Quantity Represented: 6.0 cu. yds. at 6.0 cu, yds placed of a 18.0 cu. yd total placement
Remarks:
Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTNI 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, I X) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group 1
Perry C, Kakara, SET, CME Department Manager
T IIIS REPORT APDL IES ONI Y r0I Fil- STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE 01=
1TIE QJALITIES OF APPARFN 11 Y IDENTICAL OR SIMII AR PRODUCIS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NO][D I I IFSF REPORTS ARE FOR THE EXCLUSIVE USF OF THF ADDRESSED CLIFNT AND ARE NOT 10 BE REPRODUCED WITHOUT WRITTEN PERMISSION
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
02/01/16: 3
6.00
2827
82,870
Type 3
Lab
2,930
2,930
JR
B
02/05/16: 7
600
28 27
86,055
Type 3
Lab
3,040
3,040
JR
C
02/26/16: 28
600
28.27
119,305
Type 2
Lab
4,220
JR
D
02/26/16: 28
600
28.27
133,710
Type 2
Lab
4,730
4,470
JR
E
HOLD (see remarks) -
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification CONFORMS
Strength: 3,600 psi @ 28 days
Slump: 3-5 Slump: 5.0 Inches Transported By: Tiseo
Air Content: 3-6 Air Content: 4.6% Source/Sampled At: Truck / Center
Mix Code: 2605H Plant: On -Site;
Date Received: 01/30/2016 Truck/Ticket No: N/A/ 24659
Curing Method: Standard
Time Sampled: 9:00 am
Time Batched: 8:25 am
Ternp.: Ambient: 52°F Mix: 59°F
Unit Weight: 140.3 #/cu ft
Quantity Represented: 6.0 cu. yds. at 6.0 cu, yds placed of a 18.0 cu. yd total placement
Remarks:
Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTNI 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, I X) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group 1
Perry C, Kakara, SET, CME Department Manager
T IIIS REPORT APDL IES ONI Y r0I Fil- STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE 01=
1TIE QJALITIES OF APPARFN 11 Y IDENTICAL OR SIMII AR PRODUCIS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NO][D I I IFSF REPORTS ARE FOR THE EXCLUSIVE USF OF THF ADDRESSED CLIFNT AND ARE NOT 10 BE REPRODUCED WITHOUT WRITTEN PERMISSION
rl nLLInriCC
OJEOTECHNICML
ONOur
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: 02/27/2016 Previously Reported: 02/08/2016
Project: Freeport Parkway North
Location: Misc Concrete
Client: City of Coppell _
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Date Sampled: 01/29/2016
Sampled By: Skariah, Jay
By Order Of: Walter
Order Number: 1770
LAB NO: 202482
Test Method: See Below
TEST RESULTS Report No: 202482
Page 4 of 6
Set: 4 of 6 Material: Concrete Number of Specimens: 5
Location: Northbound Freeport Parkway at Station 29+40 to 15+73, Sampled, Station 23+60
Maximum Compressive Average
Spec
Nbr
A
B
C
D
E
Age Tested
Diameter
Area
Load
Cure
Strength
Strength
Tested
(date : days)
(in)
(in 2)
(lbs)
Break Type
Loc
(PSI)
(PSI)
By Comments
02/01/16: 3
600
28.27
108,865
Type 3
Lab
3,850
3,850
JR
02/05/16: 7
6.00
28.27
131,135
Type 3
Lab
4,640
4,640
JR
02/26/16: 28
6.00
2827
161,645
Type 2
Lab
5,720
JR
02/26/16: 28
600
2827
162,835
Type 2
Lab
5,760
5,740
JR
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1 5-3
Air Content: 3-6
HOLD (see remarks) -
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 2 0 Inches Transported By: Tiseo
Air Content: 4.4% Source/Sampled At: Truck / Center
Mix Code: 2605M Plant: On -Site
Date Received: 01/30/2016 Truck/Ticket No: N/A/ 24673
Curing Method: Standard
Time Sampled: 10:15 am
Time Batched: 9:55 am
Temp.: Ambient: 65°F Mix: 66°F
Unit Weight: 143 6 #/cu ft
Quantity Represented: 10.0 cu yds. at 10.0 cu. yds. placed of a 120.0 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
Ong: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
4 __1
Perry C. Kakara, SET, CME Department Manager
1HIS Rr-.PORI APPI IFS ONIY TO THF SIANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) I EST ED AND/OR OBSERVED AND ARE NOFNECESSARIIY INDICATIVE Of
I III" OJAL I I ILS 01APPARPN I I Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED IIiT:SE- REPORISARE FOR IE LXCLUSIVE USE OF TFIE ADDRESSED CL IENI AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION
G RLLIRI'ICE
,� G GEOTECHnICRL
GPiOUP
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: 01/29/2016
Report Date: 02/27/2016 Previously Reported: 02/08/2016 Sampled By: Skariah, Jay
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: 202482
Test Method: See Below
TEST RESULTS Report No: 202482
Page 5 of 6
Set: 5 of 6 Material: Concrete Number of Specimens: 5
Location: Northbound Freeport Parkway at Station 29+40 to 15+73, Sampled; Station 20+40
Date Received: 01/30/2016 Truck/Ticket No. N/A / 24685
Curing Method. Standard
Time Sampled: 12:30 pm
Time Batched: 11:56 am
Temp.: Ambient: 73°F Mix: 67°F
Unit Weight: 151.6 #/cu ft
Quantity Represented: 10.0 cu. yds at 10.0 cu yds. placed of a 236.0 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
Orifi 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
I 111 REPORT APPLIES ONLY l0 THE STANDARDS OR PROCEDURES INDICA] LD AND 1-0 THE SAMPLE(S) TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE 01-
I III.- QUALI VIES OF APPARI=.N TI Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURI= S, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED IHI=.SE 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)
(lbs)
Break Type Loc
(PSI)
(PSI) By Comments
A
02/01/16: 3
6.00
28.27
104,740
Type 3 Lab
3,700
3,700 JR
B
02/05/16: 7
6.00
28.27
136,070
Type 3 Lab
4,810
4,810 JR
C
02/26/16: 28
6.00
28.27
166,165
Type 2 Lab
5,880
JR
D
02/26/16: 28
6.00
28.27
161,515
Type 2 Lab
5,710
5,790 JR
E
HOLD (see remarks) -
Type
1 Type 2 Type 3 Type 4
Type 5
Type 6
Specification
CONFORMS
Strength: 3,600
psi @ 28 days
Slump: 1.5-3
Slump: 2.0 Inches
Transported By: Tiseo
Air Content: 3-6
Air Content: 4.3%
Source/Sampled At: Truck / Center
Mix Code: 2605M
Plant: On -Site:
Date Received: 01/30/2016 Truck/Ticket No. N/A / 24685
Curing Method. Standard
Time Sampled: 12:30 pm
Time Batched: 11:56 am
Temp.: Ambient: 73°F Mix: 67°F
Unit Weight: 151.6 #/cu ft
Quantity Represented: 10.0 cu. yds at 10.0 cu yds. placed of a 236.0 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
Orifi 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
I 111 REPORT APPLIES ONLY l0 THE STANDARDS OR PROCEDURES INDICA] LD AND 1-0 THE SAMPLE(S) TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE 01-
I III.- QUALI VIES OF APPARI=.N TI Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURI= S, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED IHI=.SE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION
ALuAnce
GGEOTECNnICRL
GROUP
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 7524.7
Phone: (972) 444-8889 Fax: (972) 444-8893
Acct ID: 1770 File No: C15-0812
Date Sampled: 01/29/2016
Report Date: 02/27/2016 Previously Reported: 02/08/2016
Sampled By: Skariah, Jay
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: 202482
Test Method: See Below
TEST RESULTS
Report No: 202482
Page 6 of 6
Set: 6 of 6 Material: Concrete
Number of Specimens: 5
Location: Northbound Freeport Parkway at Station 29+40 to 15+73, Sampled. Station 17+90
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 02/01/16: 3 6.00 28.27 109,265 Type 3 Lab 3,860
3,860 JR
B 02/05/16 7 6.00 28.27 140,820 Type 3 Lab 4,980
4,980 JR
C 02/26/16 ; 28 6.00 2827 166,340 Type 3 Lab 5,880
JR
D 02/26/16 :28 6.00 28.27 163,195 Type 3 Lab 5,770
5,830 JR
E
HOLD (see remarks) -
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification CONFORMS
Strength: 3,600 psi @ 28 days
Slump: 1.5-3 Slump: 2.0 Inches
Transported By: Tiseo
Air Content: 3-6 Air Content: 4.6%
Source/Sampled At: Truck / Center
Mix Code: 2605M
Plant: On -Site
Date Received: 01/30/2016 Truck/Ticket No: N/A/ 24698
Curing Method: Standard
Time Sampled: 2:00 pm
Time Batched: 1:30 pm
Temp.: Ambient: 73°F Mix: 68°F
Unit Weight: 149.8 #/cu ft
Quantity Represented: 10.0 cuyds. at 10.0 cu. yds placed of a 274.0 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
Ong 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
1111S REPORT APPI IES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED ANWOR OBSERVED AND ARE NOT NECESSARILY INDICATIVI. OI"
I 1 II-. QUAL I1 IF -.S OF APPAREN 1'1 Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NO 11-0 JLIF.SE REPORTS ARE FOR THE EXCLUSIVE USE OF THF_ ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
fiLLIHfICE
GGEOTECHf1109L
GROUP
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Callas, Texas 7524.7
Phone: (972) 444-8889 Fax: (972) 444-8893
Acct ID: 1770 File No: C15-0812
Report Date: 02/27/2016
Project: Freeport Parkway North
Location: Misc. Concrete
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
C 03/17/16:28
D 03/17/16:28
6.00 28.27
6.00 28.27
,X,
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received:
02/19/2016
Curing Method:
Standard
TEST RESULTS
Set: 1 of 2
Time Batched:
12:48 pm
Material: Concrete
72°F Mix: 70°F
Location: Retaining wall,
Panel 8, Sampled;
Station 2+36,20
Maximum
Compressive
Spec Age Tested
Diameter
Area
Load
Cure
Strength
Nbr (date : days)
(in)
(int)
(Ibs)
Break Type
Loc
(PSI)
A 02/25/16: 7
6.00
28.27
88,285
Type 4
Lab
3,120
B 02/25/16: 7
6.00
28.27
95,515
Type 4
Lab
3,380
C 03/17/16:28
D 03/17/16:28
6.00 28.27
6.00 28.27
,X,
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received:
02/19/2016
Curing Method:
Standard
Time Sampled:
1:40 pm
Time Batched:
12:48 pm
Temp.: Ambient:
72°F Mix: 70°F
Lab
Lab
Type 2 Type 3 Type 4 Type 5
Slump: 4.5 Inches
Air Content: 4.0%
Mix Code: 1701
Date Sampled: 02/18/2016
Sampled By: Maumalanga, John
By Order Of: Walter
Order Number: 1770
LAB NO: 204185
Test Method: See Below
Report No: 204185
Page 1 of 2
Number of Specimens: 4
Average
Strength Tested
(PSI) By Comments
JR
3,250 JR
__
Type 6
Transported By: LMC
Source/Sampled At: Truck / Center
Plant: 956
Truck/Ticket No: 9113 / 63098804
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.
Ong Cily of Coppell (Cap pelI, f X) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
THIS REPORT APPL IES ONLY 10 THE STANDARDS OR PROCEDURES INDICATED AND TO 1'HE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO 1HEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTFD THESE REPOR IS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
RLLII9fICE
GGEOTECHf11CRL
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: 02/27/2016
Project: Freeport Parkway North
Location: Misc. Concrete
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Date Sampled: 02/18/2016
Sampled By: Maumalanga, John
By Order Of: Walter
Order Number: 1770
LAB NO: 204185
Test Method: See Below
TEST RESULTS Report No: 204185
Page 2 of 2
Set: 2 of 2 Material: Concrete
Location: Rip -Rap Station 13+33 - 13+70, Sampled', Station 13+50
1 { II
Type 1
Specification
Strength: 3,000 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received:
02/19/2016
Curing Method:
Standard
Maximum
3:30 pm
Time Batched:
Spec
Age Tested
Diameter
Area
Load
5,070
Cure
Nbr
(date : days)
(in)
(int)
(Ibs)
Break Type
Loc
A
02/25/16: 7
6.00
28.27
147,990
Type 4
Lab
B
02/25/16: 7
6.00
2827
143,285
Type 4
Lab
C
03/17/16:28
6.00
28.27
Lab
D
03/17/16:28
6.00
28.27
Lab
1 { II
Type 1
Specification
Strength: 3,000 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received:
02/19/2016
Curing Method:
Standard
Time Sampled:
3:30 pm
Time Batched:
2:53 pm
Temp.: Ambient:
71°F Mix: 70°F
Number of Specimens: 4
Compressive
Average
Strength
Strength
Tested
(PSI)
(PSI)
By Comments
5,230
JR
5,070
5,150
JR
Ilf PI� E i
Type 2 Type 3 Type 4
Slump: 4.0 Inches
Air Content: 4.2%
Mix Code: 10J11524
I II -_ I.
Type 5 Type 6
Transported By: Redi-Mix
Source/Sampled At: Truck / Center
Plant: 259
Truck/Ticket No: 0000 125254705
Quantity Represented: 10 cu. yds. at 20 cu. yds. placed of a 40 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 Copp ell (Coppell, T X) 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
T HE; QUALI TIPS OF APPARFN'TIY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NO n=D. THESE REPOR I'S ARE FOR THE EXCLUSIVE USE. OF THE ADDRESSED CL IENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION