PA9901-LR061101LAWRENCE 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 -010
Report Date: 11/0112006
Specifi
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
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:
Co�Co�p�essi�mT
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.
W Page I of 2
Cylinder
A Max Load Area Streength Fr a cture
Set #
#
Test Date
t
(days (lbs. force (sq.in. ) )) Typ
1
WWP10260601
11/02/2006
7 105830 28.27 3740 unbonded cap
1
WWP10260602
11/23/2006
28
1
W W P 10260603
11/23/2006
28
1
WWP10260604
Hold
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.
W 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: 11101/2006
Specifications
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 -8
FiieW, f cats .
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:
Concrsete'
Cylinder Age Max Load Area Stren th Fracture
Set # # Test Date (days) (Ibs, force) (sq.in.) (psi Type
2 WWP10260605 11/02/2006 7 111660 28.27 3950 unbonded cap
2 W W P 10260606 11/23/2006 28
2 WWP10260607 11/23/2006 28
2 WWP10260608 Hold
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.
f
i
LAWRENCE ENGINEERING F 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 2 of 2
of
LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite S 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: 11/01/2006
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 #1
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:
Concrete Compression Tes€;F
Set #
Cylinder
#
Test Date
Age Max Load Area Stren th Fracture
(days) (lbs. force) (sq.in.) (psl� Type
1
WWP10270601
11/03/2006
7 120970 28.27 4280 unbonded cap
1
WWP10270602
11/24/2006
28
1
WWP10270603
11/24/2006
28
1
WWP10270604
Hold
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
l
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
Pagel of 2
LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite S Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108
11MIIIIII 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: 11/01/2006
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 -13
Field-Data Set #2 -
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:
Concrete Compression T R"Atst
Set#
Cylinder
#
Test Date
Age Max Load Area Stren th Fracture
(days) (lbs. force) (sq.in.) (ps11 Type
2
WWP10270605
11/03/2006
7 123360 28.27 4360 unbonded cap
2
W W P 10270606
11/24/2006
28
2
WWP10270607
11/24/2006
28
2
WWP10270608
Hold
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.
of
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
I• 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: 11/01/2006
Speci
Tes 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
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:
Gonc>r�ate,�Cori+o�- 'Ee�srj :., ;
Cylinder Age Max Load Area Stren th Fracture
Set # # Test Date (days) (lbs. force) (sq.in.) (psi Type
1 WWP10300601 11/06/2006 7 99840 28.27 3530 unbonded cap
1 WWP10300602 11127/2006 28
1 WWP10300603 11/27/2006 28
1 WWP10300604 Hold
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 Page 1 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: 11/01/2006
Specifications
Cylinder
#
Test Da
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
Field Dial 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 Area
(days) (lbs. force) (sq.in.)
Stren th Fracture
(psi? Type
2
WWP10300605
11/06/2006
7 113850 28.27
4030 unbonded cap
2
WWP10300606
11/27/2006
28
2
WWP10300607
11/27/2006
28
2
WWP10300608
Hold
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.
C1 Page 2 of 2
LAWRENCE ENGINEERING
_ ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108
Moisture - Density Relationship
Client: City of Coppell Report Distribution (1) Larry Davis - City of Coppell
Project: Wagon Wh I Park (1) John Elias - Parks Dept.
Parking L Improvements
TMI Report No. C06- 0903 -005
Report Date 11/01/2006 Project Information
Material Origin On -Site Tested By Ozzie Flores
Sample Location 80'S X 125'W of Northside Inlet Sample Date 10/11/0206
Material Description Limetreated Dark Brown Clay w/ Gravel
Material Use Sub -Grade
Moisture - Density Relationship - Curve No. 686
95
93
Dry
Density
(pcf)
91
89
87
100% Saturation
21 23 25 27 29 31 33
Moisture Content ( %)
Material Properties and Test Information - Curve No. 686
Maximum Dry Density- F
Optimum Moisture Percent:
Test Method(s) ASTM D -698 -A
Rammer Description Mechanical Preparation Procedure Moist
l i t e x
"!
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
"6 Pate I of 1
LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108
Report of Cancellation of Services
Client: City of Coppell Report Distribution (1) Larry Davis - City of Coppeil
Project: Wagon Wheel Park (1) John Elias - Parks Dept.
Parking Lot Improvements
LE Report No. C06- 0903 -009
Report Date. 11/01/2006
On Ooctober 25, 2006, Joe Flores of Lawrence Engineering was on location at the above referenced project to
perform concrete placement. Upon on arrival technician was informed that this day's activity had been cancelled and
will rescheduled for a later date
Y -�� Z.
LAWRENCE ENGINEERING Ga 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.
Paget of I
99
LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108
Report of Cylinder /Beam Collection
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 -012
Report Date. 11101/2006
Cylinder Collection
On October 28, 2006, Joe Flores of Lawrence Engineering was on location at the above referenced project to perform
cylinder collection of concrete test cylinders cast on October 27, 2006
2 sets of 4 cylinders each were collected and transported to laboratory
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 l of 1
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