Mansions Phase 1-LR 981110 (5) - I~n~a I~m~in~_t~rc. Ine ? ? 2 ~ Gnofiniqh! Lane T,e!. i92'2) 24-'~- 45
Dallas:-For:, Worth Dah¢~. Texas Metro (972) 263-1
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 1 of 4
Report No: 3137-D7429-320 Sample Date: October 22, 1998
Client.' Western Rim Services Report Date: November 10, 1998
Location: Building #33 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 West Side 33K 5700 4 518 4 1/2 YES
2 B-59 West Side 33K 5700 4 518 4 9/16 YES
3 S-68 West Side 33K 5700 5 3/8 5 5/8 YES
4 S-96 West Side 33K 5700 7 1/2 7 5/8 YES
5 S-98.6 West Side 33K 5700 7 3/4 7 1/2 YES
6 S-98.6 West Side 33K 5700 7 3/4 7 3/4 YES
7 B-73.6 West Side 33K 5700 5 518 6 YES
8 S-100 West Side 33K 5700 7 7/8 7 114 YES
9 S-100 West Side 33K 5700 7 7/8 7 1/4 YES
10 S-100 West Side 33K 5700 7 7/8 7 1/4 YES
I 1 B-73 West Side 33K 5700 5 5/8 5 1/2 YES
12 S-96 West Side 33K 5700 7 1/2 * YES
13 S-96 West Side 33K 5700 7 1/2 7 1/2 YES
14 S-96 West Side 33K 5700 7 1/2 7 3/4 YES
15 S-96 West Side 33K 5700 7 I/2 **
16 S-98.6 West Side 33K 5700 7 3/4 7 1/4 YES
17 B-71.6 West Side 33K 5700 5 1/2 **
18 S-98.6 West Side 33K 5700 7 3/4 7 1/2 YES
19 S-98.6 West Side 33K 5700 7 3/4 7 7/8 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 10/16/98
Comments:** Stressing Equipment Broke Down
· **Cables #15 & #17, paint was worn off. Viewed cables pulled to 8000 PSI, both were frae.
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 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 mat~er provided b,b~x~"~
persons or conditions over which we have no comxol. Our letters and reports are for the exclusive use of the clients to whom they are/', ]
c:\~win\reports\D?429-320-9~\st November ~0, 199~ ~,,.~.
Re.e E.gi.eer,:. Inc. 112.2.4 Goodnight Lane TeL (972) 241-4517 _ RoneEngineers
Dal:as;Fort ',North Daha,~. Texas Metro (972) 263-155u
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 2 of 4
Report No: 3137-D7429-320 Sample Date: October 22, 1998
Client: Western Rim Services Report Date: November 10, 1998
Location: Building//33 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 West Side 33K 5700 7 3/4 7 3/8 YES
21 B-76 West Side 33K 5700 6 5 3/8 YES
22 S-12.6 South Side 33K 5700 7/8 7/8 YES
23 S-26 West Side 33K 5700 2 1 7/8 YES
24 S-26 West Side 33K 5700 2 1 7/8 YES
25 S-26 West Side 33K 5700 2 1 7/8 YES
26 B-27 East Side 33K 5700 2 1/8 2 1/8 YES
27 S-27 East Side 33K 5700 2 1/8 2 1/16 YES
28 S-46 East Side 33K 5700 3 5/8 3 1/2 YES
29 B-27 East Side 33K 5700 2 1/8 2 YES
30 B-27 East Side 33K 5700 2 1/8 2 1/8 YES
31 B-27 East Side 33K 5700 2 1/8 2 1/8 YES
32 B-27 East Side 33K 5700 2 1/8 2 1/8 YES
33 S-55 North Side 33K 5700 4 1/4 4 1/8 YES
34 B-55 North Side 33K 5700 4 1/4 4 1/4 YES
35 B-65.5 East Side 33K 5700 5 1/8 5 1/16 YES
36 S-60.6 North Side 33K 5700 4 3/4 5 YES
37 S-59.6 North Side 33K 5700 4 5/8 4 5/8 YES
38 S-59.6 North Side 33K 5700 4 5/8 4 9/16 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 10/16/98
Comments:** Stressing Equipment Broke Down
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 were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality (composition, appearance, performance, eM.) or any other feature of similar subject matter provided by
persons or conditions over which we have no contxoi. Our letters and reports are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-320-98\st November 10, 1998
I~e~a ~.Gim3orc, Irte. 1122z~ Goodnicjht LAne Tel. (972) 241-4517 .-. ineers
Dallas. Fort Worm Dah,=S. Texas Metro (972) 263-1
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 3 of 4
Report No: 3137-D7429-320 Sample Date: October 22, 1998
Client: Western Rim Services Report Date: November 10, 1998
Location: Building//33 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongariom End (1) End (2) Elongations Tolerance
39 B-59.6 North Side 33K 5700 4 5/8 4 1/2 YES
40 S-59.6 North Side 33K 5700 4 5/8 4 3/4 YES
41 S-62.6 North Side 33K 5700 4 7/8 4 7/8 YES
42 S-62.9 North Side 33K 5700 4 7/8 5 1/4 YES
43 B-62.9 North Side 33K 5700 4 7/8 5 1/4 YES
44 S-59 North Side 33K 5700 4 5/8 4 3/4 YES
45 S-59 North Side 33K 5700 4 5/8 4 112 YES
46 S-61.6 North Side 33K 5700 4 3/4 4 3/4 YES
47 B-61.6 North Side 33K 5700 4 3/4 4 7/8 YES
48 S-61.6 North Side 33K 5700 4 3/4 5 YES
49 S-59.6 North Side 33K 5700 4 5/8 4 7/8 YES
50 S-61.6 North Side 33K 5700 4 3/4 4 3/4 YES
51 S-61.6 North Side 33K 5700 4 3/4 4 3/4 YES
52 S-59.6 North Side 33K 5700 4 5/8 4 3/4 YES
53 S-59.6 North Side 33K 5700 4 5/8 4 5/8 YES
54 S-67 North Side 33K 5700 5 1/4 5 1/4 YES
55 B-67 North Side 33K 5700 5 1/4 5 1/2 YES
56 S-67 North Side 33K 5700 5 1/4 5 3/8 YES
57 S-67 North Side 33K 5700 5 1/4 5 3/8 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 10/16/98
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 presen~xl 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\D7429-320-98\st November 10, 1998
Rone Engineers. Inc. 11234 Goodnight Lane Tel. (972) 241-4517 ._ RoneEngineers
. Da,las.'Fort Worth Dal,os. Texas Metro (972) 263-15~..
75229 , Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 4 of 4
Report No: 3137-D7429-320 Sample Date: October22, 1998
Client: Western Rim Services Report Date: November 10, 1998
Location: Building//33 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2~ Elongations Tolerance
58 S-67 North Side 33K 5700 5 1/4 5 1/2 YES
59 S-67 North Side 33K 5700 5 I/4 5 1/2 YES
60 S-67 North Side 33K 5700 5 I/4 5 3/8 YES
61 S-67 North Side 33K 5700 5 1/4 5 1/2 YES
62 S-59 North Side 33K 5700 4 5/8 4 5/8 YES
63 S-29.6 North Side 33K 5700 2 1/4 2 1/8 YES
64 B-29.6 North Side 33K 5700 2 1/4 2 1/4 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 10/16/98
C o mments:
Distribution:
(I) 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 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\D7429-320-98\st November 10, 1998