PA9901-LR061128LAWRENCE ENGINEERING
_ ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108
Concrete Compression Test Report
Client: City of Coppell- -" Report Distribution: (1) Larry Davis - City of Coppell
Project: Wagon Wt�e el Park
(1) John Elias - Parks Dept.
ParkirFLot Improvements
LE Report No.: C06- 0903 -010
Report Date: 11/28/2006
Specifications
Cylinder
Test Data
Strength
3600 psi @ 28 Days
Placement Date
10/26/2006
Slump
3 in min 5 in max
Sampled By
Joe Flores
Air Content
3 % min 6 % max
Weather
Cool /Sunny
Concrete Temperature
95° F max
Supplier /Mix
TXI/8274
Ambient Temperature
n/a
Air Content Method
ASTM C -231 -B
Field Data Set #1
Ticket Number: 350810 Time Batched: 8:00 AM Time Sampled: 8:40 AM
Slump: 4 in Air Content: 3.9% Unit Weight:
Concrete Temperature: 79° F Ambient Temperature: 78° F Yardage (c.y.): 10 of 140
Placement Location: Paving 10' E. of TC 20.93
Sample Location:
Concrete Compressiort Test RmWtw
Normal cylinder size: 6" x 12"
Field and laboratory tests by LE are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
LAWRENCE ENGINEERING Gary D. Dry
Construction Materials Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of LE.
0 1 Page I of 2
Cylinder
Age
Max Load
Area
Stren th
Fracture
Set#
#
Test Date
(days)
(lbs. force)
(sq.in.)
(ps
Type
1
WWP10260601
11/02/2006
7
105830
28.27
3740
unbonded cap
1
WWP10260602
11/23/2006
28
142970
28.27
5060
unbonded cap
1
WWP10260603
11/23/2006
28
143550
28.27
5080
unbonded cap
1
WWP10260604
Hold
28 day average
5070
Normal cylinder size: 6" x 12"
Field and laboratory tests by LE are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
LAWRENCE ENGINEERING Gary D. Dry
Construction Materials Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of LE.
0 1 Page I of 2
LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108
Concrete Compression Test Report
Client: City of Coppell Report Distribution: ( 1) Larry Davis - City of Coppell
Project: Wagon Wheel Park (1) John Elias - Parks Dept.
Parking Lot Improvements
LE Report No.: C06- 0903 -010
Report Date: 11/28/2006
Specifications
Cylinder
Test Data
Strength
3600 psi @ 28 Days
Placement Date
10/26/2006
Slump
3 in min 5 in max
Sampled By
Joe Flores
Air Content
3 % min 6 % max
Weather
Cool /Sunny
Concrete Temperature
95° F max
Supplier /Mix
TXI/8274
A mbient Temperature
n/a
Air Content Meth
ASTM C -231 -6
Field Data Set #2
Ticket Number: 350954 Time Batched: 9:35 AM Time Sampled: 10:25 AM
Slump: 5 in Air Content: 4.5% Unit Weight:
Concrete Temperature: 81' F Ambient Temperature: 80° F Yardage (c.y.): 120 of 150
Placement Location: Paving 15'N. of TC 20.50
Sample Location:
Concrete Ca!rnpreswolr.Tes i th
Normal cylinder size: 6" x 12"
Field and laboratory tests by LE are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
Z'Zz'iw lid I
LAWRENCE ENGINEERING Gary D. Dry
Construction Materials Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of LE.
01 Page 2 oft
Cylinder
Age
Max Load
Area
Stren th
Fracture
Set #
#
Test Date
(days)
(lbs. force)
(sq.in.)
(ps8
Type
2
WWP10260605
11/02/2006
7
111660
28.27
3950
unbonded cap
2
WWP10260606
11/23/2006
28
139730
28.27
4940
unbonded cap
2
WWP10260607
11/23/2006
28
151270
28.27
5350
unbonded cap
2
WWP10260608
Hold
28 day average
5150
Normal cylinder size: 6" x 12"
Field and laboratory tests by LE are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
Z'Zz'iw lid I
LAWRENCE ENGINEERING Gary D. Dry
Construction Materials Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of LE.
01 Page 2 oft
LAWRENCE ENGINEERING
_ ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108
Concrete Compression Test Report
Client: City of Coppell Report Distribution: (1) Larry Davis - City of Coppell
Project: Wagon Wheel Park (1) John Elias - Parks Dept.
Parking Lot Improvements
LE Report No.: C06- 0903 -011
Report Date: 11/28/2006
Specifications
Cylinder
Test Data
Strength
3600 psi @ 28 Days
Placement Date
10/27/2006
Slump
3 in min 5 in max
Sampled By
Joe Flores
Air Content
3 % min 6 % max
Weather
Cold/Windy
Concrete Temperature
95° F max
Supplier /Mix
TXI/8274
Ambient Temperature
n/a
Air Content Method
ASTM C -231 -8
Field != Data Set #T'
Ticket Number: 351543 Time Batched: 7:18 AM Time Sampled: 8:00 AM
Slump: 5 in Air Content: 4.4% Unit Weight:
Concrete Temperature: 76° F Ambient Temperature: 52° F Yardage (c.y.): 30 of 100
Placement Location: 25'W. of TC 20.66 from grading plan L -3
Sample Location:
Con CaesaioseT
Normal cylinder size: 6" x 12"
Field and laboratory tests by LE are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
Z�� (, 1�6 ,oz;,--
LAWRENCE ENGINEERING Gary D. Dry
Construction Materials Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of LE.
o i Page I of 2
Cylinder
Age
Max Load
force)
Area
Strength
Fracture
Set #
#
Test Date
(days)
(lbs.
(sq.in.)
(psi)
Type
1
WWP10270601
11/03/2006
7
120970
28.27
4280
unbonded cap
1
WWP10270602
11/24/2006
28
162480
28.27
5750
unbonded cap
1
WWP10270603
11/24/2006
28
155090
28.27
5480
unbonded cap
1
WWP10270604
Hold
28 day average
5620
Normal cylinder size: 6" x 12"
Field and laboratory tests by LE are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
Z�� (, 1�6 ,oz;,--
LAWRENCE ENGINEERING Gary D. Dry
Construction Materials Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of LE.
o i Page I of 2
LAWRENCE ENGINEERING
_ ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108
Concrete Compression Test Report
Client: City of Coppell Report Distribution: (1) Larry Davis - City of Coppell
Project: Wagon Wheel Park (1) John Elias - Parks Dept.
Parking Lot Improvements
LE Report No.: C06- 0903 -011
Report Date: 11/28/2006
Specifications
Cylinder
Test Data
Strength
3600 psi @ 28 Days
Placement Date
10/27/2006
Slump
3 in min 5 in max
Sampled By
Joe Flores
Air Content
3 % min 6 % max
Weather
Cold/Windy
Concrete Temperature
95° F max
Supplier /Mix
TXI/8274
Ambient Temperature
n/a
Air Content Method
ASTM C -231 -B
Field Data Set #' a
Ticket Number: 357782 Time Batched: 9:54 AM Time Sampled: 10:35 AM
Slump: 4.5 in Air Content: 3.9% Unit Weight:
Concrete Temperature: 74° F Ambient Temperature: 52° F Yardage (c.y.): 108.5 of 108
Placement Location: 5' S. of TC 18.80 from grading plan L -3
Sample Location:
ConrAIAW, altittpeessi ch T t N
Normal cylinder size: 6" x 12"
Field and laboratory tests by LE are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
z�'
LAWRENCE ENGINEERING Gary D. Dry
Construction Materials Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of LE.
01 Page 2 of 2
Cylinder
Age
Max Load
Area
Stren th
Fracture
Set #
#
Test Date
(days)
(lbs. force)
(sq.in.)
(ps11
Type
2
WWP10270605
11/03/2006
7
123360
28.27
4360
unbonded cap
2
WWP10270606
11/24/2006
28
156200
28.27
5520
unbonded cap
2
WWP10270607
11/24/2006
28
163580
28.27
5780
unbonded cap
2
WWP10270608
Hold
28 day average
5650
Normal cylinder size: 6" x 12"
Field and laboratory tests by LE are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
z�'
LAWRENCE ENGINEERING Gary D. Dry
Construction Materials Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of LE.
01 Page 2 of 2
LAWRENCE ENGINEERING
I• ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108
>• Concrete Compression Test Report
Client: City of Coppell Report Distribution: (1) Larry Davis - City of Coppell
Project: Wagon Wheel Park (1) John Elias - Parks Dept.
Parking Lot Improvements
LE Report No.: C06- 0903 -013
Report Date: 11/28/2006
Specifications
Cylinder
Test Data
Strength
3600 psi @ 28 Days
Placement Date
10/30/2006
Slump
3 in min 5 in max
Sampled By
Joe Flores
Air Content
3 % min 6 % max
Weather
Cool/Windy
Concrete Temperature
95° F max
Supplier /Mix
TXI/8274
Ambient Temperature
n/a
Air Content Method
ASTM C -231 -B
Feld Dstta Silt
Ticket Number: 352789 Time Batched: 6:51 AM Time Sampled: 7:35 AM
Slump: 4.5 in Air Content: 4.9% Unit Weight:
Concrete Temperature: 76° F Ambient Temperature: 60° F Yardage (c.y.): 20 of 250
Placement Location: Paving 10'N of TC 20.40 (Grading plan L -3
Sample Location:
Gacrssfi�f
28 day average
Stren th Fracture
(psi1 Type
3530
Cylinder
4770
Age
Max Load
Area
Set #
#
Test Date
(days)
(lbs. force)
(sq.in.)
1
WWP10300601
11/06/2006
7
99840
28.27
1
WWP10300602
11/27/2006
28
134860
28.27
1
WWP10300603
11/27/2006
28
128950
28.27
1
WWP10300604
Hold
28 day average
Stren th Fracture
(psi1 Type
3530
unbonded cap
4770
unbonded cap
4560
unbonded cap
4670
Normal cylinder size: 6" x 12"
Field and laboratory tests by LE are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
LAWRENCE ENGINEERING Gary D. Dry
Construction Materials Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of LE.
Page I of 2
LAWRENCE ENGINEERING
_ ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108
Concrete Compression Test Report
Client: City of Coppell Report Distribution: (1) Larry Davis - City of Coppell
Project: Wagon Wheel Park (1) John Elias - Parks Dept.
Parking Lot Improvements
LE Report No.: C06- 0903 -013
Report Date: 11/28/2006
Specifications
Cylinder
#
Test Data
Strength
3600 psi @ 28 Days
Placement Date
10/30/2006
Slump
3 in min 5 in max
Sampled By
Joe Flores
Air Content
3 % min 6 % max
Weather
Cool/Windy
Concrete Temperature
95° F max
Supplier /Mix
TXI/8274
Ambient Temperature
n/a
Air Content Method
ASTM C -231 -B
Fi6116Data Set#2"
Ticket Number: 352991 Time Batched: 9:05 AM Time Sampled: 10:00 AM
Slump: 5 in Air Content: 4.2% Unit Weight:
Concrete Temperature: 76° F Ambient Temperature: 68° F Yardage (c.y.): 120 of 250
Placement Location: Paving 5'E. of TC 17.94 (Grading plan L -3
Sample Location:
Set#
Cylinder
#
Test Date
Age
Max Load
force)
Area
Stren th
Fracture
(days)
(lbs.
(sq.in.)
(ps8
Type
2
WWP10300605
11/06/2006
7
113850
28.27
4030
unbonded cap
2
WWP10300606
11/27/2006
28
138430
28.27
4900
unbonded cap
2
WWP10300607
11/27/2006
28
138710
28.27
4910
unbonded cap
2
WWP10300608
Hold
28 day average
4910
Normal cylinder size: 6" x 12"
Field and laboratory tests by LE are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
LAWRENCE ENGINEERING Gary D. Dry
Construction Materials Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of LE.
A Page 2 of 2