ST0502B- LR160217ALLIANCE
C G GEOTECFif11C19L
COUP_
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: 02/09/2016
Report Date: 02/17/2016 Sampled By: Speaks, Danny
Project: Freeport Parkway North By Order Of: Walter
Location: Order Number: 1770
Date Received: 02/10/2016 r
Curing Method: Standard
Time Sampled: 12:15 pm
'Time Batched: 10:21 am
Temp.: Ambient: 57°F Mix: 62°F
Unit Weight: 146.8 #/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, FX) Attn Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C, Kakara, SET, CME Department Manager
I I -IIS REPORT APPL 11-S ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
TIC QUALITIES OF APPARFN TI Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING OUALITYASSURANCE PROGRAM UNLESS SO
NO IED. TFIFSL. REPORI S ARL FOR TI JF; EXCLUSIVE USE OF I'HE ADDRESSED Ci. IFN T AND ARE NOT TO BE REPRODUCED WIT HOUT WRITTEN PERMISSION.
Number of
Client:
City of Copped
Specimens: 4
REPORT:
REPORT OF CONCRETE
COMPRESSIVE STRENGTH TEST
LAB NO: 203354
Material:
Concrete
Test Method: See Below
TEST RESULTS
Report No: 203354
Page 1 of 1
Maximum Compressive
Average
Spec
Age Tested Diameter
Area Load Cure Strength
(PSI)
Strength Tested
(PSI) By
Nbr
(date : days) (in)
(int) (lbs) Break Type Loc
Comments
A
02/16/16: 7 6.00
28.27 97,735 Type 5 Lab 3,460
3,460 JR
B
03/08/16:28 6.00
28.27 Lab
C
03/08/16:28 6.00
28.27 Lab
HOLD (see remarks) -
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification
Strength:
Slump:
Slump: 4.5 Inches
Transported By: LMC
Air Content:
Air Content: 3.5%
Source/Sampled At: Truck / Center
Mix Code: 1261
Plant: 952
T uck/Ticket No: 7025 162992462
Date Received: 02/10/2016 r
Curing Method: Standard
Time Sampled: 12:15 pm
'Time Batched: 10:21 am
Temp.: Ambient: 57°F Mix: 62°F
Unit Weight: 146.8 #/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, FX) Attn Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C, Kakara, SET, CME Department Manager
I I -IIS REPORT APPL 11-S ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
TIC QUALITIES OF APPARFN TI Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING OUALITYASSURANCE PROGRAM UNLESS SO
NO IED. TFIFSL. REPORI S ARL FOR TI JF; EXCLUSIVE USE OF I'HE ADDRESSED Ci. IFN T AND ARE NOT TO BE REPRODUCED WIT HOUT WRITTEN PERMISSION.
AuiAnce
GGEOTECH('11CPIL
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: 02/17/2016 Previously Reported: 01/26/2015
Project: Freeport Parkway North
Location: Paving Freeport Parkway north
Client--
REPORT:
lient_REPORT:
City of Coppell
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Set: 1 of 17
Location: Station 15+20
Spec:
Age Tested
Diameter
Area
Nbr
(date : days)
(in)
(in')
A
01/22/16: 3
6.00
2827
B
01/26/16:7
6.00
28.27
C
02/16/16:28
6.00
28.27
D
02/16/16:28
6.00
28.27
E
Type 3
Lab
5,400
TEST RESULTS
Material: Concrete
Date Sampled: 01/19/2016
Sampled By: Burgdorf, Bradley
By Order Of: Walter
Order Number: 1770
LAB NO: 201197
Test Method: See Below
Report No: 201197
Page 1 of 17
Number of Specimens: 5
Maximum
Compressive
Average
Load
Cure
Strength
Strength
Tested
(lbs)
Break Type
Loc
(PSI)
(PSI)
By
117,870
Type 3
Lab
4,170
4,170
MM
152,705
Type 3
Lab
5,400
5,400
JR
190,310
Type 2
Lab
6,730
JR
187,545
Type 2
Lab
6,630
6,680
JR
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1-3
Air Content: 3-6
Comments
HOLD (see remarks) -
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 1.0 Inches Transported By: Tiseo
Air Content: 4.9% Source/Sampled At: Truck / Center
Mix Code: 2605M Plant: On -Site
Date Received: 01/20/2016 Truck/Ticket No: NIAI 24660
Curing Method: Standard
Time Sampled: 7:40 am
Time Batched: 7:09 am
Temp.: Ambient: 40°F Mix: 66°F
Unit Weight: 148 4 #/cu ft
Quantity Represented: 10 cu. yds at 10 cu. yds placed of a 1400 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, FX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
THIS RFPOR1 APPLIES ONLY TO TI -IF STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
l HE OUALfnES OF APPARENTLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE_ REPORT "S ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
RLLIfifICE
GGEOTECHnICHL
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: 02/17/2016 Previously Reported: 01/26/2015
Project: Freeport Parkway North
Location: Paving Freeport Parkway north
Client: City of Coppell _
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
TEST RESULTS
Set: 2 of 17 Material: Concrete
Location: Station 14+00
Spec
Age Tested
Diameter
Area
Nbr
(date : days)
(in)
(in')
A
01/22/16:3
6.00
28.27
B
01/26/16:7
6.00
28.27
C
02/16/16:28
6.00
28.27
D
02/16/16: 28
6.00
2827
E
Type 3
Lab
4,390
Date Sampled: 01/19/2016
Sampled By: Burgdorf, Bradley
By Order Of: Walter
Order Number: 1770
LAB NO: 201197
Test Method: See Below
Report No: 201197
Page 2 of 17
Number of Specimens: 5
Maximum
Compressive
Average
Load
Cure
Strength
Strength
Tested
(lbs)
Break Type
Loc
(PSI)
(PSI)
By
96,155
Type 3
Lab
3,400
3,400
MM
124,070
Type 3
Lab
4,390
4,390
JR
149,920
Type 3
Lab
5,300
JR
150,880
Type 2
Lab
5,340
5,320
JR
T,
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1-3
Air Content: 3-6
Comments
HOLD (see remarks) -
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 3.0 Inches Transported By: Tiseo
Air Content: 5.0% Source/Sampled At: Truck I Center
Mix Code: 2605M Plant: On -Site
Date Received: 01/20/2016 TrucklTicket No: N/A 124474
Curing Method: Standard
Time Sampled: 9:10 am
Time Batched: 8:08 am
Temp.: Ambient: 50°F Mix: 59'F
Unit Weight: 147.6 #/cu ft
Quantity Represented: 10 cu. yds at 130 cu. yds. placed of a 1400 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless Coted in remarks, concrete was d C138. Compressive strength test) pered aASTMnd tC39ed n accordance with ASTM 1 143,
Air Content was per ASTM C231 and
1064 an
cylinders were not capped per ASTM C617.
Orig: City of Coppell (COP pell, 1 X) Attn: Mr, Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
v
Perry C. Kakara, SET, CME Department Manager
I HIS HEPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTEDANWOR 0136fAVED AND AHF NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAI. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN. ONGOiNG 0UAI.IIY ASSURANCE PROGRAM UNLESS SO
NOTED. THFSF RFPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TORE REPROGUCUD WIT IIOUI WRITTEN PERMISSION.
RLLIRnCE
GGEOTECHnICfiL
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:
k T
Date Received: 01/20/2016 Trucic
C15-0812
Date Sampled: 01/19/2016
Report Date: 02/17/2016 Previously Reported:
01/26/2015
Sampled By: Burgdorf, Bradley
Project: Freeport Parkway North
By Order Of: Walter
Location: Paving Freeport Parkway north
Order Number: 1770
Client: City of Co_ppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 201197
Test Method: See Below
TEST RESULTS
Report No: 201197
Page 3of17
Set: 3 of 17 Material: Concrete
Number of Specimens: 5
Location: Station 13+00
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 01/22/16: 3 6.00 28.27 107,370
Type 3 Lab 3,800
3,800 MM
B 01/26/16: 7 6.00 28.27 147,420
Type 3 Lab 5,210
5,210 JR
C 02/16/16: 28 6.00 28.27 188,520
Type 3 Lab 6,670
JR
D 02/16/16 :28 6.00 2827 190,670
Type 3 Lab 6,740
6,710 JR
HOLD (see remarks) -
E
III
I
11 , 1
f
II .I
4
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification
CONFORMS
Strength: 3,600 psi @ 28 days
Slump: 1-3
Slump: 3 0 Inches
Transported By: Tiseo
Air Content: 3-6
Air Content: 5.0%
Source/Sampled At: Truck / Center
Mix Code: 2605M
Plant: On -Site
/k t N N/A / 24482
e o.
Curing Method: Standard
Time Sampled: 8:40 am
Time Batched: 8:18 am
Temp : Ambient: 50°F Mix: 51°F
Unit Weight: 148 #/cu ft
Quantity Represented: 10 cu. yds. at 250 cu. yds. placed of a 1400 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, 1_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 l HE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE Of
THF QUALITIES OF APPARH.NTI Y IDENTICAI OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. I /FSE RFPOR FS ARE FOR 1 HE_ EXCLUSIVE USE OP 1HI- ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION
n RLLlfintE
1�UG GEOTEChifIICRL
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: 01/19/2016
Report Date: 02/17/2016 Previously Reported: 01/26/2015 Sampled By: Burgdorf, Bradley
Project: Freeport Parkway North By Order Of: Walter
Location: Paving Freeport Parkway north Order Number: 1770
Client: City of Coppell _.
97
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB et 2011 B
Test Method: See Below
TEST RESULTS Report No: 201197
Page 4 of 17
Set: 4 of 17
Location: Station 12+00
Spec
Nbr
A
B
C
D
E
Age Tested
(date : days)
01/22/16 : 3
01/26/16: 7
02/16/16 :28
02/16/16 : 28
Material: Concrete
Number of Specimens: 5
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification CONFORMS
Strength: 3,600 psi @ 28 days
Slump: 2.5 Inches Transported By: Tiseo
Slump: 1-3
Air Content: 3-6 Air Content: 4.2% Source/Sampled At: Truck /Center
Mix Code: 2605M Plant: On -Site
Date Received: 01/20/2016 Truck/Ticket No: N/A/ 24496
Curing Method: Standard
Time Sampled: 9:50 am
Time Batched: 9:05 am
Temp.: Ambient: 55°F Mix: 50°F
Unit Weight: 148 #/cu ft
Quantity Represented: 10 cu yds. at 370 Cu yds. placed of a 1400 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 Cl
Ong City of Coppell (Coppell, TX) Alin: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
r
r J
Perry C. Kakara, SET, CME Department Manager
TITIS REPOR I APPLIES ONLY TOT[ IF STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE= OF
1111- QJAI II IES OF APPARENTLY IDENIICAI. OR SIMI[AR PRODUCTS OR PROCEDURES. NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED, THESE REPOR IS ARE FOR THE EXCLUSIVE_ USE OF: THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION,.
Maximum
Compressive
Average
Diameter
Area
Load
Cure
Strength
Strength
Tested
(in)
(int)
(lbs)
Break Type
Loc
(PSI)
(PSI)
By Comments
6.00
28.27
120,440
Type 3
Lab
4,260
4,260
MM
6.00
28.27
154,435
Type 3
Lab
5,460
5,460
JR
6.00
2827
169,835
Type 2
Lab
6,010
JR
6.00
28.27
163,520
Type 2
Lab
5,780
5,890
JR
HOLD (see remarks) -
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification CONFORMS
Strength: 3,600 psi @ 28 days
Slump: 2.5 Inches Transported By: Tiseo
Slump: 1-3
Air Content: 3-6 Air Content: 4.2% Source/Sampled At: Truck /Center
Mix Code: 2605M Plant: On -Site
Date Received: 01/20/2016 Truck/Ticket No: N/A/ 24496
Curing Method: Standard
Time Sampled: 9:50 am
Time Batched: 9:05 am
Temp.: Ambient: 55°F Mix: 50°F
Unit Weight: 148 #/cu ft
Quantity Represented: 10 cu yds. at 370 Cu yds. placed of a 1400 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 Cl
Ong City of Coppell (Coppell, TX) Alin: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
r
r J
Perry C. Kakara, SET, CME Department Manager
TITIS REPOR I APPLIES ONLY TOT[ IF STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE= OF
1111- QJAI II IES OF APPARENTLY IDENIICAI. OR SIMI[AR PRODUCTS OR PROCEDURES. NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED, THESE REPOR IS ARE FOR THE EXCLUSIVE_ USE OF: THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION,.
� ALLiAnce
GEOTKHfIICRL
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
Report Date: 02/17/2016 Previously Reported: 01/26/2015
Project: Freeport Parkway North
Location: Paving Freeport Parkway north
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Set: 5 of 17
Location: Station 11+10
Spec
Nbr
A
B
C
D
E
TEST RESULTS
Material: Concrete
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1-3
Air Content: 3-6
Date Sampled: 01/19/2016
Sampled By: Burgdorf, Bradley
By Order Of: Walter
Order Number: 1770
LAB NO: 201197
Test Method: See Below
Report No: 201197
Page 5 of 17
Number of Specimens: 5
Compressive
Average
Maximum
Strength
Tested
Age Tested
Diameter
Area
Load
4,280
Cure
(date : days)
(in)
(int)
(lbs)
Break Type
Loc
01/22/16: 3
6.00
2827
120,890
Type 3
Lab
01/26/16 7
600
28.27
141,170
Type 3
Lab
02/16/16: 28
6.00
28.27
172,950
Type 2
Lab
02/16/16: 28
6.00
28.27
177,925
Type 2
Lab
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1-3
Air Content: 3-6
Date Sampled: 01/19/2016
Sampled By: Burgdorf, Bradley
By Order Of: Walter
Order Number: 1770
LAB NO: 201197
Test Method: See Below
Report No: 201197
Page 5 of 17
Number of Specimens: 5
Compressive
Average
Strength
Strength
Tested
(PSI)
(PSI)
By Comments
4,280
4,280
MM
4,990
4,990
JR
6,120
JR
6,290
6,200
JR
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: 01/20/2016 TrucklTicket No: N/AI 24510
Curing Method: Standard
Time Sampled: 10:15 am
rime Batched: 9:42 am
Temp: Ambient: 51 °F Mix: 50°F
Unit Weight: 148.1 #/cu ft
Quantity Represented: 10 cu. yds at 510 cu yds placed of a 1400 cu. yd. total placement
Remarks:
, concrete was sampled and tested in accordance with ASTM C31, C172, C143,
Test Method (As Applicable): Unless noted in remarks
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, I X) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
AY
x.�..
Perry C, Kakara, SET, CME Department Manager
T IIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO T"HE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOI NECESSARILY INDICATIVE OF
I I IL, DUAL IIIES 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,
n RLLIAnCE
GEOTKNf1lCflL
� 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: 01/19/2016
Report Date: 02/17/2016 Previously Reported: 01/26/2015 Sampled By: Burgdorf, Bradley
Project: Freeport Parkway North By Order Of: Walter
Location: Paving Freeport Parkway north Order Number: 1770
Client: City of Coppell
REPORT; REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201197
Test Method: See Below
TEST RESULTS Report No: 201197
Page 6of17
Set: 6 of 17
Location: Station 11+00
Spec:
Age Tested
Diameter
Area
Nbr
(date : days)
(in)
(int)
A
01/22/16:3
6.00
28.27
B
01/26/16:7
6.00
28.27
C
02/16/16: 28
600
28 27
D
02/16/16:28
6.00
28.27
E
Type 3
Lab
4,950
Material: Concrete
Number of Specimens: 5
Maximum
Compressive
Average
Load
Cure
Strength
Strength
Tested
(Ibs)
Break Type
Loc
(PSI)
(PSI)
By
110,780
Type 3
Lab
3,920
3,920
MM
139,990
Type 3
Lab
4,950
4,950
JR
194,885
Type 6
Lab
6,890
JR
200,500
Type 3
Lab
7,090
6.990
JR
Type 1 Type 2
Specification
Strength: 3,600 psi @ 28 days
Slump: 1-3
Air Content: 3-6
Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 1.0 Inches
Air Content: 4.4%
Mix Code: 2605M
Comments
HOLD (see remarks) -
Transported By: Tiseo
Source/Sampled At: Truck / Center
Plant: On -Site
Date Received: 01/20/2016 TrucklTicket No: NIA/ 2452Q
Curing Method: Standard
Time Sampled: 11:10 am
Time Batched: 10:16 am
Temp.: Ambient: 52°F Mix: 50°F
Unit Weight: 148.2 #/cu ft
Quantity Represented: 10 cu. yds. at 610 cu. yds. placed of a 1400 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.
Orrq: i�ity of Coppell (Coppell, I X) AH n: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
TI IIS RLPORT APPLIES ONLY TO THF STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICAIIVF OF
'THE O'JALITIFS OF APPARLNTI Y IDI.NTICAI. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. I HFSF REPOR FS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CL IF_NT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
n RLLIRnCE
GEOTECHnlCRL
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: 02/17/2016 Previously Reported: 01/26/2015
Project: Freeport Parkway North
Location: Paving Freeport Parkway north
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
v TEST RESULTS
Set: 7 of 17 Material: Concrete
Location: Station 10+00
Spec
Age Tested
Diameter
Area
Nbr
(date : days)
(in)
(in')
A
01/22/16:3
6,00
28.27
B
01/26/16:7
6.00
28.27
C
02/16/16:28
6.00
28.27
D
02/16/16:28
6.00
28.27
E
Type 3
Lab
5,020
Date Sampled: 01/19/2016
Sampled By: Burgdorf, Bradley
By Order Of: Walter
Order Number: 1770
LAB NO. 201197
Test Method: See Below
Report No: 201197
Page 7 of 17
Number of Specimens: 5
Maximum
Compressive
Average
Load
Cure
Strength
Strength
Tested
(Ibs)
Break Type
Loc
(PSI)
(PSI)
By
140,860
Type 3
Lab
4,980
4,980
MM
141,915
Type 3
Lab
5,020
5,020
JR
192,340
Type 3
Lab
6,800
JR
193,405
Type 5
Lab
6,840
6,820
JR
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1-3
Air Content: 3-6
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 3.0 Inches
Air Content: 4.5%
Mix Code: 2605M
Comments
HOLD (see remarks) -
Transported By: Tiseo
Source/Sampled At: Truck / Center
Plant: On -Site
Date Received: 01/20/2016 Truck/Ticket No: NIA/24527
Curing Method: Standard
Time Sampled: 11:20 am
Time Batched: 10:34 am
Temp.: Ambient: 53°F Mix: 51'F
Unit Weight: 147.9 #/cu ft
Quantity Represented: 10 cu. yds. at 680 cu, yds. placed of a 1400 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.
Onq: Cify of Coppell (Coppell, TX) Alin: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
I I ITS REPORT APPI IES ONLY TO THF SIANDARDS OR PROCEDURES INDICATED AND ro THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVC OI -
I f IL= QJALI1IFS OF APPARENTI Y IDENT ICAL OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NO TIED. II IFSF REPORTS ARE FOR THE EXCLUSIVE USE OF I I IF ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
„n ALLIHiYCE
�{��G GEOTECHf1lCPIL
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: 02/17/2016 Previously Reported: 01/26/2015
Project: Freeport Parkway North
Location: Paving Freeport Parkway north
Client:
REPORT
City of Coppell
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Set: 8 of 17
Location: Station 9+00
Spec
Nbr
A
B
C
D
E
TEST RESULTS
Material: Concrete
Date Sampled: 01/19/2016
Sampled By: Burgdorf, Bradley
By Order Of: Walter
Order Number: 1770
LAB NO: 201197
Test Method: See Below
Report No: 201197
Page 8of17
Number of Specimens: 5
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1-3
Air Content: 3-6
Comments
HOLD (see remarks) -
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 2.0 Inches Transported By: Tiseo
Air Content: 4.7% Source/Sampled At: Truck / Center
Mix Code: 2605M Plant: On -Site
Date Received: 01/20/2016 Truck/Ticket No: N/A / 24544
Curing Method: Standard
Time Sampled: 12:06 pm
Time Batched: 11.24 am
Temp.: Ambient: 58°F Mix: 54°F
Unit Weight: 148.1 #/cu ft
Quantity Represented: 10 cu. yds at 850 cu. yds. placed of a 1400 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) Atln'. Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
THIS IIS REPORT APPLIES ONI Y TO THE STANDARDS OR PROCEDURES INDICATED AND TO TI IE SAMPLE(S) TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE_ OF
-11 IE QUALITIES OF APPARENTLY IDENFICAI- OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED 1 HESE REPOR IS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Maximum
Compressive
Average
Age Tested
Diameter
Area
Load
Cure
Strength
Strength
Tested
(date : days)
(in)
(in?)
(Ibs)
Break Type
Loc
(PSI)
(PSI)
By
01/22/16 : 3
6.00
2827
118,595
Type 3
Lab
4,190
4,190
MM
01/26/16 :7
6.00
28.27
146,145
Type 3
Lab
5,170
5,170
JR
02/16/16: 28
6.00
28 27
186,300
Type 5
Lab
6,590
JR
02/16/16: 28
6.00
28.27
183,625
Type 3
Lab
6,490
6,540
JR
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1-3
Air Content: 3-6
Comments
HOLD (see remarks) -
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 2.0 Inches Transported By: Tiseo
Air Content: 4.7% Source/Sampled At: Truck / Center
Mix Code: 2605M Plant: On -Site
Date Received: 01/20/2016 Truck/Ticket No: N/A / 24544
Curing Method: Standard
Time Sampled: 12:06 pm
Time Batched: 11.24 am
Temp.: Ambient: 58°F Mix: 54°F
Unit Weight: 148.1 #/cu ft
Quantity Represented: 10 cu. yds at 850 cu. yds. placed of a 1400 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) Atln'. Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
THIS IIS REPORT APPLIES ONI Y TO THE STANDARDS OR PROCEDURES INDICATED AND TO TI IE SAMPLE(S) TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE_ OF
-11 IE QUALITIES OF APPARENTLY IDENFICAI- OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED 1 HESE REPOR IS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
__J 19LLIfINCE
GEOTECHNICML
c1moUP
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:
Date Received: 01/20/2016 Truck/T
C15-0812
Date Sampled: 01/19/2016
Report Date: 02/17/2016 Previously Reported:
01/26/2015
Sampled By: Burgdod', Bradley
Project: Freeport Parkway North
By Order Of: Walter
Location: Paving Freeport Parkway north
Order Number: 1770
Client: City of Coppell
REPORT REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 201197
Test Method: See Below
TEST RESULTS
T
Report No: 201197
Page 9 of 17
Set: 9 of 17 Material: Concrete
Number of Specimens: 5
Location: Station 8+00
Maximum
Compressive
Average
Spec; Age Tested Diameter Area Load
Cure Strength
(PSI)
Strength Tested
(PSI) By
Nbr (date : days) (in) (in') (Ibs)
Break Type Loc
Comments
A 01/22/16: 3 6.00 28.27 114,675
Type 3 Lab 4,060
4,060 MM
B 01/26/16: 7 6.00 28.27 151,695
Type 3 Lab 5,370
5,370 JR
C 02/16/16: 28 6.00 28.27 168,410
Type 3 Lab 5,960
JR
D 02/16/16: 28 6.00 28.27 172,645
Type 4 Lab 6,110
6,030 JR
HOLD (see remarks) -
E
Type 1 Type
2 Type 3 Type 4 Type 5
Type 6
Specification
CONFORMS
Strength: 3,600 psi @ 28 days
Slump: 1-3
Slump; 2.75 Inches
Transported By: Tiseo
Air Content: 3-6
Air Content: 4.9%
Source/Sampled At: Truck I Center
Mix Code: 2605M
Plant: On -Site
' k t N N/A / 24553
Ic e o.
Curing Method: Standard
Time Sampled: 12:30 pm
Time Batched: 11:46 am
Temp.: Ambient: 55°F Mix: 50°F
Unit Weight: 147.6 #/cu ft
Quantity Represented: 10 cu. yds. at 940 cu. yds. placed of a 1400 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 ONI Y I'O THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
H IE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURE=S, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. I HESE REPORT S ARE FOR I HE EXCLUSIVE USE OF THF ADDRESSED CLIENT AND ARE NOT rO BE REPRODUCED WITHOUT WRITTEN PERMISSION
ALuAnce
G0EOTECNf11CfiL
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: 02/17/2016 Previously Reported: 01/26/2015
Project: Freeport Parkway North
Location: Paving Freeport Parkway north
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
TEST RESULTS
Set: 10 of 17 Material: Concrete
Location: Station 7+00
Spec
Age Tested
Diameter
Area
Nbr
(date : days)
(in)
(inz)
A
01/22/16:3
6.00
28.27
B
01/26/16:7
6.00
28.27
C
02/16/16: 28
6.00
2827
D
02/16/16:28
6.00
28.27
E
Type 3
Lab
5,800
Date Sampled: 01/19/2016
Sampled By: Burgdorf, Bradley
By Order Of: Walter
Order Number: 1770
LAB NO: 201197
Test Method: See Below
Report No: 201197
Page 10 of 17
Number of Specimens: 5
Maximum
Compressive
Average
Load
Cure
Strength
Strength
Tested
(lbs)
Break Type
Loc
(PSI)
(PSI)
By
130,355
Type 3
Lab
4,610
4,610
MM
164,015
Type 3
Lab
5,800
5,800
JR
210,050
Type 4
Lab
7,430
JR
205,685
Type 5
Lab
7,270
7,350
JR
r.
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1-3
Air Content: 3-6
Comments
HOLD (see remarks) -
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 2.0 Inches Transported By: Tiseo
Air Content: 3.7% Source/Sampled At: Truck / Center
Mix Code: 2605M Plant: On -Site;
Date Received: 01/20/2016 Truck/Ticket No: NIA/ 24561
Curing Method: Standard
Time Sampled: 1:00 pm
Time Batched: 12:06 pm
Temp,: Ambient: 56°F Mix: 56°F
Unit Weight: 148.6 #/cu ft
Quantity Represented: 10 cu. yds. at 1020 cu. yds. placed of a 1400 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.
Oriq: City of Coppell (Coppell, rX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C, Kakara, SET, CME Department Manager
11 IIS REPORT APPLIES ONI Y TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAM PLE(SI TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
I HE. OUALI IICS OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOT FD. THESI_ REPORTS ARG FUR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION '
nLLiAnce
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: 01/19/2016
Report Date: 02/17/2016 Previously Reported: 01/26/2015 Sampled By: Burgdorf, Bradley
Project: Freeport Parkway North By Order Of: Walter
Location: Paving Freeport Parkway north Order Number: 1770
Client City of Coppell —
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201197
Test Method: See Below
TEST RESULTS Report No: 201197
Page 11 of 17
Set: 11 of 17
Location: Station 6+00
Spec:
Age Tested
Nbr
(date days)
A
01/22/16:3
B
01/26/16:7
C
02/16/16:28
D
02/16/16:28
E
Strength
Material: Concrete
Number of Specimens: 5
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1-3
Air Content: 3-6
Comments
HOLD (see remarks) -
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 1.0 Inches Transported By: Tiseo
Air Content: 3.2% Source/Sampled At: Truck / Center
Mix Code: 2605M Plant: On -Site
Date Received: 01/20/2016 Truck/Ticket No: NIA/ 24571
Curing Method: Standard
Time Sampled: 1:30 pm
Time Batched: 12:41 pm
Temp.: Ambient: 55°F Mix: 52°F
Unit Weight: 148.4 #/cu ft
Quantity Represented: 10 cu, yds, at 1110 cu. yds. placed of a 1400 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, I -X) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
T ITIS REPORT APPLIES ONI Y 10 THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(Sj TFSTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THF QUALHIf S OF APPARENTLY IDENTICAL OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO T HEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNI..ESS SO
NoII-[). THESE REPORTS ARE FOR TI IF EXCLUSIVE USE OF THE ADDRESSED CIJENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Maximum
Compressive
Average
Diameter
Area
Load
Cure
Strength
Strength
Tested
(in)
(in')
(Ibs)
Break Type
Loc
(PSI)
(PSI)
By
6.00
2827
127,855
Type 3
Lab
4,520
4,520
MM
6.00
28.27
149,830
Type 3
Lab
5,300
5,300
JR
6.00
28.27
187,765
Type 5
Lab
6,640
JR
6.00
28 27
190,420
Type 4
Lab
6,730
6,690
JR
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1-3
Air Content: 3-6
Comments
HOLD (see remarks) -
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 1.0 Inches Transported By: Tiseo
Air Content: 3.2% Source/Sampled At: Truck / Center
Mix Code: 2605M Plant: On -Site
Date Received: 01/20/2016 Truck/Ticket No: NIA/ 24571
Curing Method: Standard
Time Sampled: 1:30 pm
Time Batched: 12:41 pm
Temp.: Ambient: 55°F Mix: 52°F
Unit Weight: 148.4 #/cu ft
Quantity Represented: 10 cu, yds, at 1110 cu. yds. placed of a 1400 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, I -X) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
T ITIS REPORT APPLIES ONI Y 10 THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(Sj TFSTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THF QUALHIf S OF APPARENTLY IDENTICAL OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO T HEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNI..ESS SO
NoII-[). THESE REPORTS ARE FOR TI IF EXCLUSIVE USE OF THE ADDRESSED CIJENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
ALLIflnCE
4 G GEOTECHfIICRL
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: 02/17/2016 Previously Reported: 01/26/2015
Project: Freeport Parkway North
Location: Paving Freeport Parkway north
Client:
REPORT.
City of Coppell
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Set: 12 of 17
Location: Station 5+20
Spec
Age Tested
Diameter
Area
Nbr
(date : days)
(in)
(in')
A
01/22/16: 3
6.00
2827
B
01/26/16: 7
6.00
28 27
C
02/16/16: 28
600
28.27
D
02/16/16 28
6.00
28 27
E
Type 3
Lab
5,420
TEST RESULTS
Material: Concrete
Date Sampled: 01/19/2016
Sampled By: Burgdorf, Bradley
By Order Of: Walter
Order Number: 1770
LAB NO: 201197
Test Method: See Below
Report No: 201197
Page 12 of 17
Number of Specimens: 5
Maximum
Compressive
Average
Load
Cure
Strength
Strength
Tested
(lbs)
Break Type
Loc
(PSI)
(PSI)
By
124,755
Type 3
Lab
4,410
4,410
MM
153,355
Type 3
Lab
5,420
5,420
JR
179,770
Type 3
Lab
6,360
JR
183,950
Type 3
Lab
6,510
6,430
JR
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1-3
Air Content: 3-6
Comments
HOLD (see remarks) -
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 2.0 Inches Transported By: Tiseo
Air Content: 4.0% Source/Sampled At: Truck / Center
Mix Code: 2605M Plant: On-SitE:
Date Received: 01/20/2016 TrucklTicket No: NIA/ 24587
Curing Method: Standard
Time Sampled: 1:40 pm
Time Batched: 1:30 pm
Temp.: Ambient: 55°F Mix: 54°F
Unit Weight: 148.1 #/cu ft
Quantity Represented: 10 cu. yds, at 1270 cu yds. placed of a 1400 cu, yd. total placement
Remarks:
Teat 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, l X) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
I I IIS REPORT APPI_II S ONLY 10 HIE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
I I IF QUAI.I I IES OF APPAREN"TI Y IDENTICAL OR SIMII AR PRODUCIS 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.
RLLIHfICE
GGEOTECHIYICflL
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: 01/19/2016
Report Date: 02/17/2016 Previously Reported: 01/26/2015 Sampled By: Burgdorf, Bradley
Project: Freeport Parkway North By Order Of: Walter
Location: Paving Freeport Parkway north Order Number: 1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 201197
Test Method: See Below
TEST RESULTS Report No: 201197
Page 13 of 17
Set: 13 of 17
Location: Station 4+10
Spec
Age Tested
Nbr
(date : days)
A
01/22/16:3
B
01/26/16:7
C
02/16/16:28
D
02/16/16:28
E
Strength
Material: Concrete
Number of Specimens: 5
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1-3
Air Content: 3-6
Comments
HOLD (see remarks) -
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 2 5 Inches Transported By: Tiseo
Air Content: 4.3% Source/Sampled At: Truck / Center
Mix Code: 2605M Plant: On -Site
Date Received: 01/20/2016 TrucklTicket No: NIA/ 25391
Curing Method: Standard
Time Sampled: 2:00 pm
rime Batched: 1:44 pm
Temp.: Ambient: 55°F Mix: 55°F
Unit Weight: 148.6 #/cu ft
Quantity Represented: 10 cu yds. at 1350 cu yds, placed of a 1400 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
I HIS R.EPORTAPPLIFS ONLY TO FIE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARF-N FLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. 1 HESE REPORTS ARE FOR I FIE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Maximum
Compressive
Average
Diameter
Area
Load
Cure
Strength
Strength
Tested
(in)
(int)
(Ibs)
Break Type
Loc
(PSI)
(PSI)
By
600
2827
124,250
Type 3
Lab
4,390
4,390
MM
6.00
28.27
136,880
Type 3
Lab
4,840
4,840
JR
6.00
28.27
184,885
Type 4
Lab
6,540
JR
6.00
2827
180,870
Type 4
Lab
6,400
6,470
JR
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1-3
Air Content: 3-6
Comments
HOLD (see remarks) -
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 2 5 Inches Transported By: Tiseo
Air Content: 4.3% Source/Sampled At: Truck / Center
Mix Code: 2605M Plant: On -Site
Date Received: 01/20/2016 TrucklTicket No: NIA/ 25391
Curing Method: Standard
Time Sampled: 2:00 pm
rime Batched: 1:44 pm
Temp.: Ambient: 55°F Mix: 55°F
Unit Weight: 148.6 #/cu ft
Quantity Represented: 10 cu yds. at 1350 cu yds, placed of a 1400 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
I HIS R.EPORTAPPLIFS ONLY TO FIE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARF-N FLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. 1 HESE REPORTS ARE FOR I FIE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
, 0f_0TECHr11CnL
Ghoul
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: 02/17/2016 Previously Reported: 01/26/2015
Project: Freeport Parkway North
Location: Paving Freeport Parkway north
Client: City of Coppell
REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Set: 14 of 17
Location: Station 3+00
Spec;
Age Tested
Nbr
(date : days)
A
01/22/16:3
B
01/26/16:7
C
02/16/16:28
D
02/16/16:28
E
Strength
TEST RESULTS
Material: Concrete
Date Sampled: 01/19/2016
Sampled By: Burgdorf, Bradley
By Order Of: Walter
Order Number: 1770
LAB NO: 201197
Test Method: See Below
Report No: 201197
Page 14 of 17
Number of Specimens: 5
.1
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1-3
Air Content: 3-6
Comments
HOLD (see remarks) -
I
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 2.5 Inches Transported By: Tiseo
Air Content: 5.2% Source/Sampled At: Truck / Center
Mix Code: 2605M Plant: On -Site
Date Received: 01/20/2016 Truck/Ticket No: N/A/ 24607
Curing Method: Standard
Time Sampled: 2:20 pm
Time Batched: 2:15 pm
Temp : Ambient: Mix: 56°F
Unit Weight: 148 #/cu ft
Quantity Represented: 10 cuyds. at 1400 cu. yds, placed of a 1470 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) Alin: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
I'HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
TML OUALIT IFS OF APPARENTLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED IHESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION
Maximum
Compressive
Average
Diameter
Area
Load
Cure
Strength
Strength
Tested
(in)
(int)
(Ibs)
Break Type
Loc
(PSI)
(PSI)
By
6.00
28.27
112,860
Type 3
Lab
3,990
3,990
MM
6.00
2827
150,250
Type 3
Lab
5,310
5,310
JR
6.00
28.27
180,050
Type 2
Lab
6,370
JR
6.00
28.27
179,765
Type 2
Lab
6,360
6,360
JR
.1
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1-3
Air Content: 3-6
Comments
HOLD (see remarks) -
I
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 2.5 Inches Transported By: Tiseo
Air Content: 5.2% Source/Sampled At: Truck / Center
Mix Code: 2605M Plant: On -Site
Date Received: 01/20/2016 Truck/Ticket No: N/A/ 24607
Curing Method: Standard
Time Sampled: 2:20 pm
Time Batched: 2:15 pm
Temp : Ambient: Mix: 56°F
Unit Weight: 148 #/cu ft
Quantity Represented: 10 cuyds. at 1400 cu. yds, placed of a 1470 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) Alin: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
I'HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
TML OUALIT IFS OF APPARENTLY IDENTICAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED IHESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION
ALLiAnce
GeorecrinicRL
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: 01/19/2016
Report Date: 02/17/2016 Previously Reported: 01/26/2015 Sampled By: Burgdorf, Bradley
Project: Freeport Parkway North By Order Of: Walter
Location: Paving Freeport Parkway north Order Number: 1770
Client:
City of Coppell
- —
REFIORT:
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 201197
Test Method: See Below
TEST RESULTS
Report No: 201197
Page 15 of 17
Set: 15 of 17
Material: Concrete
Number of Specimens: 5
Location:
Station 2+00
Maximum
Compressive
Average
Spec:
Age Tested Diameter
Area Load
Cure Strength
(PSI)
Strength Tested
(PSI) By
Nbr
(date : days) (in)
(W) (Ibs)
Break Type Loc
Comments
A
01/22/16: 3 6.00
28.27 112,910
Type 3 Lab 3,990
3,990 MM
B
01/26/16: 7 6.00
2827 140,030
Type 3 Lab 4,950
4,950 JR
C
02/16/16: 28 6.00
28.27 183,305
Type 5 Lab 6,480
JR
D
02116/16: 28 6.00
28.27 185,265
Type 5 Lab 6,550
6,520 JR
HOLD (see remarks)
E
Type 1 Type
2 Type 3 Type 4 Type 5
Type 6
Specification
CONFORMS
Strength: 3,600 psi @ 28 days
Slump: 1-3
Slump: 1.0 Inches
Transported By: Tiseo
Air Content: 3-6
Air Content: 5.1 %
Source/Sampled At: Truck /Center
Mix Code: 2605M
Plant: On -Site
T k/Tc ket ki— N/A/ 24614
Date Received: 01/20/2016 ruc I
Curing Method: Standard
Time Sampled: 3:00 pm
Time Batched: 2:32 pm
Temp.: Ambient: 57°F Mix: 56°F
Unit Weight: 147 8 #/cu ft
Quantity Represented: 10 cu. yds. at 1540 cu. yds. placed of a 1600 cu. yd. total placement
Remarks:
Test Method (As Applicable) Unless noted in remarks, concrete was C1064 and C138. Compressive strength test) per ed aASTM nd tC39ed n accordance with ASTM 1 143,
Air Content was per ASTM 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 APP/ IF S ONLY TO THE: STANDARDS OR PROCFDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
DIF OJALIIIf_S OF APPARI":N FLY Ipf_NTICAI. OR SIMII-AR PRODUCT "S OR PROCEDURES. NOR DO THEY REPRESENT "AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. I HI SE REPOR fS ARE FOR IHF CXCLUSIVE USF Of" THF ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
nL-Unr10E
OF(our
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: 02/17/2016 Previously Reported: 01/26/2015
Project: Freeport Parkway North
Location: Paving Freeport Parkway north
Client: City of Coppell _
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
TEST RESULTS
Set: 16 of 17
Strength
Material: Concrete
(PSI)
By Comments
Location:
Station 1+00
5,650
JR
JR
5,940
JR
Maximum
Compressive
Spec:
Age Tested
Diameter
Area
Load
Cure
Strength
Nbr
(date : days)
(in)
(in?)
(lbs)
Break Type
Loc
(PSI)
A
01/22/16: 3
6.00
2827
81,280
Type 3
Lab
2,870
B
01/26/16: 7
6.00
28.27
159,700
Type 3
Lab
5,650
C
02/16/16: 28
6.00
28.27
166,295
Type 4
Lab
5,880
D
02/16/16: 28
6.00
28.27
169,880
Type 4
Lab
6,010
E
Date Sampled: 01/19/2016
Sampled By: Burgdorf, Bradley
By Order Of: Walter
Order Number: 1770
LAB NO: 201197
Test Method: See Below
Report No: 201197
Page 16 of 17
Number of Specimens: 5
Average
Strength
Tested
(PSI)
By Comments
2,870
MM
5,650
JR
JR
5,940
JR
HOLD (see remarks) -
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification CONFORMS
Strength: 3,600 psi @ 28 days
Slump: 1-3 Slump: 1.0 Inches Transported By: Tiseo
Air Content: 3-6 Air Content: 5.1 % Source/Sampled At: Truck / Center
Mix Code: 2605M Plant: On -Site
Date Received: 01/20/2016 Truck/Ticket No: N/A/ 24622
Curing Method: Standard
Time Sampled: 3:20 pm
Time Batched: 2:53 pm
Temp.: Ambient: 57°F Mix: 57°F
Unit Weight: 147.5 #/cu ft
Quantity Represented: 10 cu. yds. at 1620 cu yds. placed
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
r '
Perry C, Kakara, SET, CME Department Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATE[) 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 REPOR rS ARE FOR THE EXCLUSIVE= USE OF T1 IE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION
RLLIAnCE
GGEOTKNf11011L
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: 02/17/2016 Previously Reported: 01/26/2015
Project: Freeport Parkway North
Location: Paving Freeport Parkway north
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
TEST RESULTS
Set: 17 of 17 Material: Concrete
Location: Station 0+40
Spec:
Age Tested
Diameter
Area
Nbr
(date : days)
(in)
(in')
A
01/22/16:3
6.00
28.27
B
01/26/16: 7
6.00
28 27
C
02/16/16: 28
600
28.27
D
02/16/16:28
6.00
28.27
E
Type 3
Lab
5,610
Date Sampled: 01/19/2016
Sampled By: Burgdori, Bradley
By Order Of: Walter
Order Number: 1770
LAB NO: 201197 T
Test Method: See Below
Report No: 201197
Page 17 of 17
Number of Specimens: 5
Maximum
Compressive
Average
Load
Cure
Strength
Strength
Tested
(Ibs)
Break Type
Loc
(PSI)
(PSI)
By Comments
112,810
Type 3
Lab
3,990
3,990
MM
158,740
Type 3
Lab
5,610
5,610
JR
177,070
Type 5
Lab
6,260
JR
178,395
Type 5
Lab
6,310
6,290
JR
HOLD (see remarks) -
-.f
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1-3
Air Content: 3-6
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 1.0 Inches Transported By: Tiseo
Air Content: 5.0% Source/Sampled At: Truck / Center
Mix Code: 2605M Plant: On -Site
Date Received: 01/20/2016 TrucklTicket No: N/AI 24634
Curing Method: Standard
Time Sampled: 4:00 pm
Time Batched: 3:20 pm
Temp.: Ambient: 60°F Mix: 55°F
Unit Weight: 148.5 #/cu ft
Quantity Represented: 10 cu. yds. at 1740 cu. yds, placed
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) A(tn Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
I I IIS REPORT APPLIES ONI Y TO TI -IE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AN D: ARE NOTNECESSAR II_Y INDICATIVE 01-
1
rI FI Ic 0JALI11F5 OF APPARENT LY IDEN TI CAI- OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING O UALITY ASSU RANCE PROGRAM UNLESS SO
NOTF D. I Hl -SF REPORT"S ARE FOR TI II- EXCLUSIVE USE Of THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION