PA9901-LR061019LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite 8 Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108
Crete Compression Test Report
Client: City of Coppell Report Distribution: (1) Larry Davis - City of Coppell
Project: Wagon Wheel P (1) John Elias - Parks Dept.
Parking Lot Improvements
LE Report No.: C06- 0903 -003
Report Date: 10/19/2006
Specifications
Cylinder
#
T est Da
Strength
3000 psi @ 28 Days
Placement Date
10/09/2006
Slump
3 in min 5 in max
Sampled By
Adam Cervantes
Air Content
3 % min 6 % max
Weather
Clear
Concrete Temperature
95° F max
Supplier /Mix
Lattimore Materials /1261
Ambient Temperature
n/a
Air Content Method
ASTM C -231 -B
FW05a a Set #1
Ticket Number: 3221589 Time Batched: 3:35 PM Time Sampled: 4:45 PM
Slump: 3.5 in Air Content: 5.0% Unit Weight:
Concrete Temperature: 89 F Ambient Temperature: 87° F Yardage (c.y.): 4 of 4
Placement Location: Inlet # 1 @ north end of proposed parking lot
Sample Location:
Set#
Cylinder
#
Test Date
Age
(days)
Max Load
(lbs. force)
Area
(sq.in.)
Stren th
(ps
1
WWP10090601
10/16/2006
7
96110
28.27
3400
1
WWP10090602
11/06/2006
28
133250
28.27
4710
1
WWPl0090603
11/06/2006
28
125700
28.27
4450
1
WWPl0090604
Hold
28 day average
4580
Normal cylinder size: 6" x 12"
Field and laboratory tests by LE are per applicable Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
�ZD
I d
Fracture
Type
unbonded cap
unbonded cap
unbonded cap
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 1 of 1
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: (') Larry Davis - City of Coppell
Project: Wagon Wheel Park
1) John Elias - Parks Dept.
Parking Lot Improvements
LE Report No.: C06- 0903 -003
Report Date: 10/19/2006
Specifications
Cylinder
Test Data
Strength
3000 psi @ 28 Days
Placement Date
10/09/2006
Slump
3 in min 5 in max
Sampled By
Adam Cervantes
Air Content
3 % min 6 % max
Weather
Clear
Concrete Temperature
95° F max
Supplier /Mix
Lattimore Materials /1261
Amb;e Temperature
n/a
Air Content Method
ASTM C -231 -B
Field Data Set #1
Number 3221589 Time Batched: 3:35 PM Time Sampled: 4:45 PM
Slump: 3.5 in Air Content: 5.0% Unit Weight:
Concrete Temperature: 89° F Ambient Temperature: 87° F Yardage (c.y.): 4 of 4
Placement Location: Inlet # 1 @ north end of proposed parking lot
Sample Location:
Concrete Compression Test Results
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. D
Construction Materials Manager
The results presented in this report pertain only to the specific terns tested. This report was produced for *.he exclusive use of the client. Any reproduction of
this report, or any part therein. s strictly prohibited without he express written consent of LE
rase I of 1
Cylinder
Age Max Load Area Stre Fracture
Set #
#
Test Date
(d (Ibs. force) (sq.in) Type
1
WWPl0090601
10/16/2006
V 96110 28.27 3400 unbonded cap
1
WWP10090602
11/06/2006
28
1
W W P 10090603
11/06/2006
28
1
WWPl0090604
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
� z��
LAWRENCE ENGINEERING Gary D. D
Construction Materials Manager
The results presented in this report pertain only to the specific terns tested. This report was produced for *.he exclusive use of the client. Any reproduction of
this report, or any part therein. s strictly prohibited without he express written consent of LE
rase I of 1