Mansions Phase 1-LR 990113 Flone Engineere, Inc. ' 1 :~'~4 Goodnight Lane ; TeL (972) 241-451''~- RoneEnaineers
Dallas;Fort Worth Dallas. Texas Metro (972) 263-I 555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 1 of 4
Report No: 3137-D7429-356 Sample Date: December 29, 1998
Client: Western Rim Services Report Date: January 13, 1999
Location: Building//13 Technician: Leo Ruiz
# Tendon Location Jack Force Gauge Required Elongations Elongations To~ Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
I B-29 Start at S.W. 33K 7700 2.125 2.125 YES
2 B-29 Southwest Edge 33K 7700 2.125 2.125 YES
3 S-48 Southwest Edge 33K 7700 3.625 3.75 YES
4 B-30 Southwest Edge 33K 7700 2.125 2.125 YES
5 S-101 Southwest Edge 33K 7700 7.50 7.50 YES
6 B-30 Southwest Edge 33K 770~. 2.125 2.0 YES
7 B-30 Southwest Edge 33K 7700 2.125 2.0 YES
8 B-30 Southwest Edge 33K 7700 2.125 2.0 YES
9 B-57 Southeast Edge 33K 7700 4.375 4.25 YES
10 S-$7 Southeast Edge 33K 7700 4.375 4.50 YES
11 B-78 Southeast Edge 33K 7700 5.125 5.0 YES
12 S-63 Southeast Edge 33K 7700 4.875 4.875 YES
13 S-62 Southeast Edge 33K 7700 4.75 4.50 YES
14 B-62 Southeast Edge 33K 7700 4.75 4.75 YES
15 S-62 Southeast Edge 33K 7700 4.75 4.50 YES
16 S-62 Southeast Edge 33K 7700 4.75 4.875 YES
17 B-65 Southeast Edge 33K 7700 5.0 4.75 YES
18 S-65 Southeast Edge 33K 7700 5.0 4.75 YES
19 S-65 Southeast Edge 33K 7700 5.0 5.0 YES
Equipment ID: Ram No: 97-267 Pump No: 03196C Gauge No: 97-267
Equipment Calibration Date: 12/11/98
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 were prepared based upon the specific samples provided for testing. We assume no
respomibility 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-~56-98\ST January 13, 1999 ~k~
~°n~ ~ng~n~r3' ~nc' 1 ~-'-~'34 G°°dnight Lane : Tel' (972) 24~1-451"~-., RoneEn~~
Daflas. For1 Worth Dallas, Texas i Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 2 of 4
Report No: 3137-D7429-356 Sample Date: December 29, 1998
Client: Western Rim Services Report Date: January 13, 1999
Location: Building//13 Technician: Leo Ruiz
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
20 S-61 Southeast Edge 33K 7700 4.625 4.50 YES
21 S-61 Southeast Edge 33K 7700 4.625 4.625 YES
22 S-64 Southeast Edge 33K 7700 4.75 4.50 YES
23 S-64 Southeast Edge 33K 7700 4.75 4.75 YES
24 S-64 Southeast Edge 33K 7700 4.75 4.50 YES
25 S-62 Souu'u~st Edge 33K 7700 4.625 4.75 YES
26 S-64 Southeast Edge 33K 7700 4.75 4.75 YES
27 B-64 Southeast Edge 33K 7700 4.75 5.0 YES
28 S-62 Southeast Edge 33K 7700 4.625 4.875 YES
29 S-62 Southeast Edge 33K 7700 4.625 4.75 YES
30 B-69 Southeast Edge 33K 7700 5.25 5.125 YES
31 S-69 Southeast Edge 33K 7700 5.25 5.125 YES
32 S-69 Southeast Edge 33K 7700 5.25 5.0 YES
33 S-69 Southeast Edge 33K 7700 5.25 5.25 YES
34 B-69 Southeast Edge 33K 7700 5.25 5.125 YES
35 S-69 Southeast Edge 33K 7700 5.25 5.25 YES
36 S-69 Southeast Edge 33K 7700 5.2.5 5.0 YES
37 S-69 Southeast Edge 33K 7700 5.25 5.0 YES
38 S-61 Southeast Edge 33K 7700 4.625 4.50 YES
Equipment ID: Ram No: 97-267 Pump No: 03196C Gauge No: 97-267
Equipment Calibration Date: 12/11/98
Comments:
Distribution: i
(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 pt~red 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 leuers and reports are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports~D7429-~6-98\ST January 13, 1999
none Englneer.~? Inc. ' 14~""""""""'~4 Goodnight Lane Tel. (972) 241-451 ~- RoneEnaineers
Dailas, Fort Worth Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 3 of 4
Report No: 3137-D7429-356 Sample Date: December 29, 1998
Client: Western Rim Services Report Date: January 13, 1999
Location: Building//13 Technician: Leo Ruiz
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 B-32 Southeast Edge 33K 7700 2.25 2.125 YES
40 S-32 Southeast Edge 33K 7700 2.25 2.125 YES
41 S-61 North Edge 33K 7700 4.625 4.5 YF_~
42 B-61 North Edge 33K 7700 4.625 4.5 YES
43 S-70 North Edge 33K 7700 5.375 5.25 YES
44 S-98 Nonfl Edge 33K 7700 7.50 7.125 YES
45 S-I01 North Edge 33K 7700 7.75 7.875 YES
46 B-75 North Edge 33K 7700 5.625 5.875 YES
47 S-101 North Edge 33K 7700 7.75 7.50 YES
48 S-102 North Edge 33K 7700 7.875 7.875 YES
49 S-102 North Edge 33K 7700 7.875 7.875 YES
50 S-102 North Edge 33K 7700 7.875 7.75 YES
51 B-76 North Edge 33K 7700 5.625 5.875 YES
52 S-98 North Edge 33K 7700 7.50 7.50 YES
53 S-98 North Edge 33K 7700 7.50 7.25 YES
54 S-98 North Edge 33K 7700 7.50 7.50 YES
55 S-98 Nor& Edge 33K 7700 7.50 7.50 YES
56 S-101 Nor& Edge 33K 7700 7.75 7.25 YES
57 B-74 Nor& Edge 33K 7700 5.50 5.25
Equipment ID: Ram No: 97-267 Pump No: 03196C Gauge No: 97-267
Equipment Calibration Date: 12/11/98
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 Consultitxg
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 consol. Our letters and reports are for the exclusive use of the clients to whom they are
~dressed.
c:\wpwin\reports\D7429-~56-98\ST January 13, 1999
.o.. Goo n,ght Lane . (97 ) RoneEnoineers
Dallas.-'Foc, WOC, hDallas. Texas Metro (972) 263-'15~5
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 4 of 4
Report No: 3137-D7429-356 Sample Date: December 29, 1998
Client: Western Rim Services Report Date: January 13, 1999
Location: Building//13 Technician: Leo Ruiz
# Tendon Location lack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (I) End (2) Elongations Tolerance
58 S-101 North Edge 33K 7700 7.75 7.785 YES
59 S-101 Nor~ Edge 33K 7700 7.75 7.50 YES
60 S-101 North Edge 33K 7700 7.75 7.50 YES
61 B-79 North Edge 33K 7700 6.0 5.75 YES
62 S-15 North Edge 33K 7700 0.875 .785 YES
63 S-27 North Edge 33K 7700 2.0 2.125 YES
64 S-27 North Edge 33K 7700 2.0 2.125 YES
65 S-27 North Edge 33K 7700 2.0 2.0 YES
Equipment ID: Ram No: 97-267 Pump No: 03196C Gauge No: 97-267
Equipment Calibration Date: 12/11/98
Comment8: ~
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
(I) Mr. Doyle Damron; C. D. Construction Consulffng
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
persom or conditions over wh~c~ we have no control. Our letters and reports are for the exclusive use of the clients to whom they are
c:\wpwin\reports\D7429-~56-98\ST January 13, 1999