Mansions Phase 1-LR 990113 (2) Rone lengineers, Inc. l'U~"J4 Goodnight Lane Tel. (972) 241-451=` Ronei=noineers
Da ,as.-Foc Wortr' Dallas. Texas Metro (972) 263-1555 ~ii
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 1 of 4
Report No: 3137-D7429-357 Sample Date: December 12, 1998
Client: Western Rim Services Report Date: January 13, 1999
Location: Building//14 Technician: L. Ruiz
# Tendon Location Jack Force Gauge Required Elongations Elongations Toual Within
No. (Kips) Pressure Elongatiom End (1) End (2) Elongatiom Tolerance
1 B-29 South Side 33K 7700 2.125 2.0 YES
2 B-29 South Side 33K 7700 2.125 2.0 YES
3 S-48 South Side 33K WOO 3.625 3.50 YES
4 B-30 South Side 33K 77OO 2.125 2.0 YES
5 S-10t South Side 33K 77OO 7.50 7.50 -1/4 7.25 YES
6 B-30 South Side 33K 77OO 2.125 2.0 YES
7 B-30 South Side 33K 77OO 2.125 2.0 YES
8 B-30 South Side 33K 77OO 2.125 2.125 YES
9 B-57 East Side Edge 33K 77OO 4.375 4.1255 YES
10 S-57 East Side Edge 33K 77OO 4.375 4.125 YES
11 B-78 East Side Edge 33K 77OO 5 1/8 5.0 YES
12 S-63 East Side Edge 33K 77OO 4.875 4.50 YES
13 S-62 East Side Edge 33K 77OO 4.75 4.50 YES
14 B-62 East Side Edge 33K 77OO 4.75 4.625 YES
15 S-62 East Side Edge 33K 7700 4.75 4.50 YES
16 S-62 East Side Edge 33K 77OO 4.75 4.875 YES
17 B-65 East Side Edge 33K 77OO 5.0 4.875 YES
18 S-65 East Side Edge 33K 77OO 5.0 4.875 YES
19 S-65 East Side Edge 33K 77OO 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: *Cable #5 is the same cable as 347.5, Total A = 7.25 on Page 4.
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 Consulting
LIMFFATIONS: 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 co~itions over which we have no control. Our letters and repom are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-357-98~ST January 29, 1998 ~
Rone C'ngineers, inc. I '~"~4 Goodnight Lane Tel. (972) 241-451
' Dal~as,'Fort Worth Dallas, Texas Metro (972) 263-1565
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 2 of 4
Report No: 3137-D7429-357 Sample Date: December 12, 1998
Client: Western Rim Services Report Date: January 13, 1999
Location: Building//14 Technician: L. Ruiz
# Tendon Locadon Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
20 S-61 East Side Edge 33K 7700 4.625 4.625 YES
21 S-61 East Side Edge 33K 7700 4.62~ 4.50 YES
22 S-64 East Side Edge 33K 7700 4.75 4.75 YES
23 S-64 East Side Edge 33K 7700 4.75 4.625 YES
24 S-64 East Side Edge 33K 7700 4.75 4.625 YES
25 S-62 East Side Edge 33K 7700 4.625 4.75 YES
26 S-64 East Side Edge 33K 7700 4.75 4.50 YES
27 B-64 East Side Edge 33K 7700 4.75 4.875 YES
28 S-62 East Side Edge 33K 7700 4.625 4.62~ YES
29 S-62 East Side Edge 33K 7700 4.625 4.625 YES
30 B-69 East Side Edge 33K 7700 5.25 5.50 YES
31 S-69 East Side Edge 33K 7700 5.25 5.375 YES
32 S-69 East Side Edge 33K 7700 5.25 5.50 YES
33 S-69 E,~t Side Edge 33K 7700 5.25 5.125 YES
34 B-69 East Side Edge 33K 7700 5.25 5.0 YES
35 S-69 East Side Edge 33K 7700 5.25 5.25 YES
36 S-69 East Side Edge 33K 7700 5.25 5.0 YES
37 S-69 East Side Edge 33K 7700 5.25 5.50 YES
38 S-61 East Side 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: *Cable #5 is the same cable as 347.5, Total A = 7.25 on Page 4.
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 Dannon; 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 arc for thc exclusive use of the clients to whom they are
c:\wpwin\reports\D7429-357-98\ST January 29, 1998
.e.e E~eji.oe~',=, I.e. , 1 t~.'~4 Good~ight Lan~ Tel. (g72) 241-451Z- RoneEn_qineers
Dallas,'Foa Worth Da.as, Texas Metro (972) 263-1
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 3 of 4
Report No: 3137-D7429-357 Sample Date: December 12, 1998
Client: Western Rim Services Report Date: January 13, 1999
Location: Building #14 Technician: L. Ruiz
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 B-32 East Side Edge 33K 7700 2.25 2.25 YES
40 S-32 East Side Edge 33K 7700 2.25 2.125 YES
41 S-61 North Side Edge 33K 7700 4.625 4.875 YES
42 B-61 North Side Edge 33K 7700 4.625 4.50 YES
43 S-70 North Side Edge 33K 7700 5.375 5.25 YES
44 S-98 North Side Edge 33K 7700 7.50 7.625 YES
45 S-101 ** 33K 7700 7.75 0.5 NO
46 S-101 North Side Edge 33K 7700 7.75 8.125 YES
47 B-75 North Side Edge 33K 7700 5.625 5.875 YES
48 S-102 North Side Edge 33K 7700 7.875 8.125 YES
49 S-102 North Side Edge 33K 7700 7.875 7.785 YES
50 S-102 North Side Edge 33K 7700 7.875 7.625 YES
51 B-76 North Side Edge 33K 7700 5.625 5.375 YES
52 S-98 North Side Edge 33K 7700 7.50 8.0 YES
53 S-98 *** 33K 7700 7.50 0 NO
54 S-98 North Side Edge 33K 7700 7.50 7.75 YES
55 S-98 North Side Edge 33K 7700 7.50 7.50 YES
56 S-101 North Side Edge 33K 7700 7.75 5.75 YES
57 B-74 North Side Edge 33K 7700 5.50 7.50 YES
Equipment ID: Ram No: 97-267 Pump No: 03196C Gauge No: 97-267
Equipment Calibration Date: 12/11/98
Comments: *Cable #5 is the same cable as 347.5, Total A = 7.25 on Page 4. **Cable//45, S-101, short. ***Cable #53, S-98, needs
repair. No tension. ~
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hod#e; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Dammn; C. D. Construction ConsultYng
LIMITATIONS: The test results presanted herein were prepared based upon the specific samples provided for ~esting. We assume no
responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subjec[ matter provided by
persons or conditions over which we have no con,roi. Our letters and reports are for the exclusive use of the clients to whom they are
c:\wpwin\reports\D7429-357-98\ST January 29. 1998
Rone Engineers? Inc. I'L"~'34 Goodnight Lane Tel. (972) 241-451:z-- RoneEnoineers
Dallas. Fon Wcrtr~ Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 4 of 4
Report No: 3137-D7429-357 Sample Date: December 12, 1998
Client: Western Rim Services Report Date: January 13, 1999
Location: Building//14 Technician: L. Ruiz
# Tend Location Jack Force Gauge Required Elongations Elongations Total Within
on (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
No.
58 S-101 North Side Edge 33K 7700 7.75 7.625 YES
59 S-101 North Side Edge 33K 7700 7.75 7.50 YES
60 S-101 North Side Edge 33K 7700 7.75 7.50 YES
61 B-79 North Side Edge 33K 7700 6.0 5.785 YES
62 S-15 North Side Edge 33K 7700 0.875 0.785 YES
63 S-27 North Side Edge 33K 7700 2.0 1.785 YES
64 S-27 North Side Edge 33K 7700 2.0 1.785 YES
65 S-27 North Side Edge 33K 7700 2.0 2.0 YES
47.5 S-101 North Side Edge 33K 7700 7.50 7.50 YES
Equipment ID: Ram No: 97-267 Pump No: 03196C Gauge No: 97-267
Equipment Calibration Date: 12/11/98
Comments: *Cable//5 is the same cable as 347.5, Total A = 7.25 on Page 4.
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Copper
(1) Mr. Mike Hodge; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(I) Mr. Doyle Dararon; 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 conn-ol. Our letters and reports are for the exclusive use of the clients to whom they are
c:\wpwin\reports\D7429-357-98\ST January 29, 1998