Mansions Phase 1-LR 980505 Dallas/Fort Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page: 1 of 4
Report No: 3137-D7429-186 Sample Date: April 28, 1998
Client: Western Rim Services Report Date: May 5, 1998
Location: Building #8 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
1 B29 West Side 33K 7800 2 1.-'8 2 I/2 -- 2 1/2 Y
2 S29 West Side 33K 7800 2 1/8 2 1/2 -- 2 1/2 Y
3 S48 West Side 33K 7800 3 5/8 4 -- 4 Y
4 B30 West Side 33K 7800 2 2;8 2 1/2 -- 2 I/2 Y
5 B30 West Side 33K 7800 2 2/8 2 3/8 -- 2 3/8 Y
6 B30 West Side 33K 7800 2 2/8 2 1/4 -- 2 1/4 Y
7 B30 West Side 33K 7800 2 2;8 2 3/8 -- 2 3;8 Y
8 B57 South Side 33K 7800 4 3/8 4 7/8 -- 4 7/8 Y
9 S57 South Side 33K 7800 4 3/8 4 1/2 -- 4 1/2 Y
I0 B78 West Side 33K 7800 6 5 1/2 - 5 1/2 Y
11 S63 South Side 33K 7800 4 7/8 5 1/4 - 5 1/4 Y
12 S62 South Side 33K 7800 4 3/4 5 1/8 - 5 1/8 Y
13 B62 South Side 33K 7800 4 3/4 5 - 5 Y
14 S62 South Side 33K 7800 4 3/4 5 -- 5 Y
15 S62 South Side 33K 7800 4 3/4 4 3/4 -- 4 3/4 Y
16 S65 South Side 33K 7800 5 5 1/4 -- 5 1/4 Y
17 B65 South Side 33K 7800 5 5 -- 5 Y
18 S65 South Side 33K 7800 5 5 1/4 -- 5 1/4 Y
19 S61 South Side 33K 7800 4 5/8 5 -- 5 Y
Equipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 01/08/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City. of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
L~IrrATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility tbr 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 tbr the exclusive use of the clients to whom they are
addressed.
c:',wpwin\reports\D7429-18698\SH May 5, 1998
Rone Engineers, Inc. 1 ~'"'~4 Goodnight Lane . Te,. (972 RoneEnaineers
Dallas;Fort Worth 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-D7429-186 Sample Date: April 17, 1998
Client: Western Rim Services Report Date: May 5, 1998
Location: Building/t8 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
20 S61 South Side 33K ' 7800 ' 4 5/8 - 4 3/4 ' -- 4 3/4 Y
21 B64 South Side 33K 7800 4 7;8 5 -- 5 Y
22 S64 South Side 33K 7800 4 7/8 5 -- 5 Y
23 S64 South Side 33K 7800 4 7/8 5 1/4 -- 5 1,.'4 Y
24 S62 South Side 33K 7800 4 3/4 5 1/8 -- 5 1/8 Y
25 S64 South Side 33K 7800 4 7/8 5 1/4 -- 5 1/4 Y
26 B64 South Side 33K 7800 4 7.,'8 5 1/4 -- 5 1/4 Y
27 S62 South Side 33K 7800 4 3/4 5 -- 5 Y
28 S62 South Side 33K 7800 4 3:'4 5 -- 5 Y
29 B69 South Side 33K 7800 5 1/4 5 3/4 -- 5 3/4 Y
30 S69 South Side 33K 7800 5 1/4 5 3/4 -- 5 3/4 Y
31 S69 South Side 33K 7800 5 1.,'4 5 1/4 -- 5 1/4 Y
32 S69 South Side 33K 7800 5 1/4 5 3;4 -- 5 314 Y
33 B69 South Side 33K 7800 5 1/4 5 3/4 -- 5 3i4 Y
34 S69 South Side 33K 7800 5 1/4 5 5:8 -- 5 5;8 Y
35 S69 South Side 33K 7800 5 1/4 5 1/2 -- 5 1/2 Y
36 S69 South Side 33K 7800 5 1/4 5 -- 5 Y
37 S61 South Side 33K 7800 4 5/8 5 - 5 Y
38 B32 South Side 33K 7800 2 3/8 2 1/2 -- 2 1/2 Y
Equipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 01/08/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Lar~ Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LLMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for varia[ion 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\D7429-18698\SH May 5, 1998
Rene Engineer~, in(;. 1;~4 Lane RoneEnQineers
DallasiForl 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-D7429-186 Sample Date: April 28, 1998
Client: Western Rim Services Report Date: May 5, 1998
Location: Building #8 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 S32 South Side 33K 7800 2 3/8 2 1/2 - 2 1/2 Y
40 S61 West Side 33K 7800 4 5/8 5 -- 5 Y
41 B61 West Side 33K 7800 4 5/8 4 5/8 -- 4 5/8 Y
42 S70 West Side 33K 7800 5 3/8 5 3/4 - 5 3/4 Y
43 S98 West Side 33K 7800 7 5/8 8 1/4 -- 8 1!4 Y
44 Sl01 West Side 33K 7800 7 7!8 8 1/2 -- 8 1.:2 Y
45 Si01 West Side 33K 7800 7 7/8 8 I/4 -- 8 1..'4 Y
46 B75 West Side 33K 7800 5 3/4 6 1/4 -- 6 1/4 Y
47 S102 West Side 33K 7800 7 7/8 8 1/2 -- 8 1/2 Y
48 5102 West Side 33K 7800 7 7/8 8 1/4 -- 8 1/4 Y
49 S102 West Side 33K 7800 7 7/8 8 -- 8 Y
50 B76 West Side 33K 7800 5 7/8 5 1/2 -- 5 1;2 Y
51 S98 West Side 33K 7800 7 5/8 7 3/8 -- 7 3/8 Y
52 S98 West Side 33K 7800 7 5/8 8 - 8 Y
53 S98 West Side 33K 7800 7 5i8 8 1/8 - 8 1/8 Y
54 S98 West Side 33K 7800 7 5/8 8 - 8 Y
55 SI01 West Side 33K 7800 7 7,'8 8 1/2 -- 8 1/2 Y
56 B74 West Side 33K 7800 5 3/4 6 -- 6 Y
57 S101 West Side 33K 7800 7 7/8 8 I/2 -- 8 i/2 Y
Equipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 01/08/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LLMITATIONS: 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.
¢:\wpwin\reports\D7429-18698\SH May 5, 1998
.one Engineer.~, tn~;. 1 '¢'"~4 Goodnight Lane . Tel. (972) 241-451~'''- RoneEnqineers
Dallas/For1 Worth 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-D7429-186 Sample Date: April 7. 1998
Client: Western Rim Services Report Date: May 5, 1998
Location: Building #8 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (I) End (2) Elongations Tolerance
58 SI01 West Side 33K 7800 7 7/8 8 1/4 -- 8 1/4 Y
59 SI01 West Side 33K 7800 7 7/8 7 1/4 -- 7 1/4 Y
60 B79 West Side 33K 7800 6 1/8 6 -- 6 Y
61 S15 South Side 33K 7800 I 1 -- 1 Y
62 S27 West Side 33K 7800 2 2 -- 2 Y
63 527 West Side 33K 7800 2 2 -- 2 Y
64 B27 West Side 33K 7800 2 2 1/8 -- 2 1/8 Y
Equipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 01/08/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Sea, ices
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(l) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LIlVlrFATIONS: 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 :ontrol.
Our letters and reports are for the exclusive use of the clients to whom they are addressed.
¢:\wpwin\reports\D7429-18698\SH May 5, 1998