Mansions Phase 1-LR 981009 Rone Engineers. In(:. I ~--'t Goodnight Lane Tel. (972} 24i-451
Da;,as-For: '¢,~o.-'1n Dallas. Texas Metro (972) .-'~3-,555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 1 of 4
Report No: 3137-D7429-279 Sample Date: October 8, 1998
Client: Western Rim Services Report Date: October 9, 1998
Location: Building # 23 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
1 S-59 So.West Comer 33K 5500 4 5/8 4 3/8 YES
2 B-59 West to East 33K 5500 4 5/8 4 1/4 YES
3 $-68 West to East 33K 5500 5 3/8 5 1/4 YES
4 $-96 West to East 33K 5500 7 I/2 7 1/4 YES
5 S-98.6 West to East 33K 5500 7 3/4 8 1/8 YES
6 S-98.6 West to East 33K 5500 7 3/4 7 3/4 YES
7 B-73.6 West to East 33K 5500 5 5/8 5 3/4 YES
8 S-100 West to East 33K 5500 7 718 7 5.."8 YES
9 S-100 West to East 33K 5500 7 7[8 7 3i4 YES
10 S-100 West to East 33K 5500 7 7/8 7 5i8 YES
11 B-73 West to East 33K 5500 5 5i8 5 5t'8 YES
12 S-96 West toEast 33K 5500 7 1/2 7 1/4 YES
13 S-96 West to East 33K 5500 7 I/2 7 I14 YES
14 S-96 West to East 33K 5500 7 1/2 7 1/2 YES
15 S-96 West to East 33K 5500 7 1/2 7 1/2 YES
16 S-98.6 West to East 33K 5500 7 3/4 7 5i8 YES
17 B-71.6 West to East 33K 5500 5 1,"2 5 5/8 YES
18 S-98.6 West to East 33K 5500 7 3/4 7 5/8 YES
19 S-98.6 West to East 33K 5500 7 3/4 7 3/4 YES
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 9/4/98
Comments: * 9
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; CiD' of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LI.\-IITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. Vee assume no
responsibility for variation in quality (composition, appearance, performance, etc.) or any other l~ature of similar subject matter provided by
persons or conditions over which we have no control. Our letters and repons are for the exclusive use of the clients to whom they are
addressed.
c:'..wpwin\reports\D7429-279-98'.PW October 12, 1998
Rone Engineers, Inc. 11 '-t Goodn,ght Lane Tel. RoneEncfineers
J
Da,las'Fo,1 Wc,z.h Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 2 of 4
Report No: 3137-D7429-279 Sample Date: October 8, 1998
Client: Western Rim Services Report Date: October 12, 1998
Location: Building # 23 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
20 S-98.6 North South 33K 5500 7 3/4 7 1/4 YES
21 B-76 North South 33K 5500 6 6 3/4 YES
22 S- 12.6 North South 33K ~, 5500 7;8 1 1/8 YES
23 $-26 North South 33K 5500 2 2 YES
24 5-26 North South 33K 5500 2 2 1/4 YES
25 S-26 North South 33K 5500 2 1 7i8 YES
26 B-27 N.E. Comer 33K 5500 2 1/8 2 YES
27 S-27 East West 33K 5500 2 1/8 Z 7/8 YES
28 S-46 East West 33K 5500 3 5/8 3 318 YES
29 B-27 East West 33K 5500 2 1/8 2 YES
30 B-27 East to West 33K 5500 2 1/8 2 YES
31 B-27 East to West 33K 5500 2 I/8 2 YES
32 B-27 East to West 33K 5500 2 1/8 2 1/4 YES
33 $-55 East to West 33K 5500 4 1/4 3 7/8 YES
34 B-55 East to West 33K 5500 4 1/4 4 1/8 YES
35 B-65.5 East to West 33K 5500 5 1/8 4 3/4 YES
36 S-60.6 N.W. Comer 33K 5500 4 3/4 4 3/4 YES
37 $-59.6 North to South 33K 5500 4 5/8 4 5/8 YES
38 5-59.6 North to South 33K 5500 4 5/8 4 9/16 YES
Equipment iD: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 9/4/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LIMITATIONS: The test results presented herein *,'ere prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by
persons or conditions over which we have no control. Our letters and repons are for the exclusive use of the clients to whom they are
addressed.
c:\wpwiw, repons~D7429-279-98'.PW October 12, 1998
Rone Eng'ineers. Inc. '' '--~ Goodn,ght Lane Te,. ~972) 241-45i---' RoneEnaineers
i
2, a~.as..¢o,~ '.¢,/om- Dallas. Texas Me.:ro (9721! ~¢,'~ 1
.~ ~.'~-
75229 Fax (972) 241-517"
ELONGATION REPORT
Project: Mansions By The Lake Page 3 of 4
Report No: 3137-D7429-279 Sample Date: October 8, 1998
Client: Western Rim Services Report Date: October 12, 1998
Location: Building # 23 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 B-59.6 North to South 33K 5500 4 5/8 4 5/8 YES
40 $-59.6 North to South 33K 5500 4 5/8 4 1/2 YES
41 $-62.6 North to South 33K ~_. 5500 4 7.:8 4 5/8 YES
42 $-62.9 North to South 33K 5500 4 7i8 4 5/8 YES
43 B-62.9 North to South 33K 5500 4 7/8 4 5/8 YES
44 $-59 North to South 33K 5500 4 5/8 4 1,:2 YES
45 S-59 North to South 33K 5500 4 5/8 4 5i8 YES
46 S-61.6 North to South 33K 5500 4 3/4 4 7..'8 YES
47 B-61.6 North to South 33K 5500 4 3/4 4 7/8 YES
48 S-61.6 North to South 33K 5500 4 3/4 4 7/8 YES
49 S-59.6 North to South 33K 5500 4 5/8 4 3/4 YES
50 S-61.6 North to South 33K 5500 4 3/4 5 YES
51 S-61.6 North to South 33K 5500 4 3/4 4 5/8 YES
52 S-59.6 North to South 33K 5500 4 5/8 4 5/8 YES
53 S-59.6 North to South 33K 5500 4 5/8 4 9."16 YES
54 S-67 North to South 33K 5500 5 1/4 5 1/2 YES
55 B-67 North to South 33K 5500 5 1/4 5 YES
56 S-67 North to South 33K 5500 5 1/4 4 7i8 YES
57 S-67 North to South 33K 5500 5 1/4 4 7/8 YES
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 9/4/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; City of Coppell
(i) Mr. Tony Martin; Next-port Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LIMrFATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject maUer provided by
persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-279-98',.PW October 12, 1998
Rone E'n~ineers. Inc. '..~ -- $ Goodnight Lane Tel. (972) 24'~-451--- ineers
Da~,as. For: '/¢onr' Dallas. Texas Metro (972) '-'~q
40~-/bb.~
75229 Fax' ~;241
~97/j -5174
ELONGATION REPORT
Project: Mansions By The Lake Page 4 of 4
Report No: 3137-D7429-279 Sample Date: October 8, 1998
Client: Western Rim Service Report Date: October 12, 1998
Location: Building # 23 Technician: R. Lovelady
# Tendon Location .lack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1)' End (2) Elongations Tolerance
58 $-67 North to South 33K 5500 5 1/4 5 YES
59 B-67 North to South 33K 5500 5 1/4 5 1/4 YES
60 $-67 North to South 33K __ . 5500 5 1/4 4 15/16 YES
61 $-67 North to South 33K 5500 5 1/4 5 1/8 YES
62 $-59 North to South 33K 5500 4 5/8 4 1/2 YES
63 $-29.6 North to South 33K 5500 2 1/4 2 3/16 YES
64 B-29.6 North to South 33K 5500 2 1/4 2 3/16 YES
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 9/4/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Sen'ices
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; City of CoppeLl
(1) Mr. Tony Martin; Ne~v~ort Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
L~-IITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by
persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are
addressed.
c:".wpwin\reports~,D7429-279-98'.PW October 12, 1998