Mansions Phase 1-LR 980520 (2) Rone Engineers, Inc. 1 '4 Goodnight Lane Tel. (972) 241-45~ RoneEnQineers
Daflas/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-D7429-185 Sample Date: April 28, 1998
Client: Western Rim Services Report Date: May 20, 1998
Location: Building//7 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
I B29 West Side 33K 7800 2 1/8 2 - 2 Y
2 S29 West Side 33K 7800 2 118 2 -- 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 1/2 Y
5 B30 West Side 33K 7800 2 2/8 2 1/2 -- 2 1/2 Y
6 g30 West Side 33K 7800 2 2/8 2 1/4 -- 2 1i4 Y
7 B30 West Side 33K 7800 2 2;8 2 -- 2 Y
8 B57 North Side 33K 7800 4 3/8 4 112 - 4 1/2 Y
9 S57 North Side 33K 7800 4 3!8 4 5/8 -- 4 5/8 Y
10 B78 West Side 33K 7800 6 5 1/2 -- 5 1/2 Y
11 S63 North Side 33K 7800 4 718 5 -- 5 Y
12 S62 North Side 33K 7800 4 3/4 4 1i2 -- 4 1!2 Y
13 B62 North Side 33K 7800 4 3/4 5 1/8 - 5 1!8 Y
14 S62 North Side 33K 7800 4 3/4 5 -- 5 Y
15 S62 North Side 33K 7800 4 3/4 5 -- 5 Y
16 S65 North Side 33K 7800 5 4 1/2 - 4 1/2 Y
17 B65 North Side 33K 7800 5 5 - 5 Y
18 S65 North Side 33K 7800 5 5 - 5 Y
19 S61 North Side 33K 7800 4 5i8 4 3i4 -- 4 3i4 Y
Equipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 01i08/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Sen'ices
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(I) 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 t'or 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 Hey are
addressed.
c:\wpwin~xepons\D7429-18598'..SH May 20, 1998
Rone Engineers, Inc. 1 "-"4 Goodnight Lane Tel. (972) 241-45~, '-"' ineers
Daflas.:Fort Worth ! Dallas, Texas Metro (972) 263-1555
7,5229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page: 2 of 4
Report No: 3137-D7429-185 Sample Date: April 28, 1998
Client: Western Rim Services Report Date: May 20, 1998
Location: Building #7 Technician: K. Courtier
# Tendon Location Jack Force Gauge R~quired Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
20 S61 North Side 33K 7800 4 5:'8 4 3/4 -- 4 3/4 Y
21 B64 North Side 33K 7800 4 7/8 5 -- 5 Y
22 S64 North Side 33K 7800 4 7/8 5 -- 5 Y
9.23 S64 North Side 33K 7800 4 7/8 5 1/4 -- 5 1/4 Y
24 S62 North Side 33K 7800 4 3/4 5 -- 5 Y
25 S64 North Side 33K 7800 4 7/8 5 1/4 -- 5 I.'4 Y
26 B64 North Side 33K 7800 4 7/8 5 1i4 o- 5 1..'4 Y
27 S62 North Side 33K 7800 4 3i4 5 -- 5 Y
28 S62 North Side 33K 7800 4 3;4 5 1/8 - 5 1/8 Y
29 B69 North Side 33K 7800 5 1/4 5 3/4 - 5 3/4 Y
30 S69 North Side 33K 7800 5 1/4 5 518 - 5 5/8 Y
31 S69 North Side 33K 7800 5 1;4 5 518 - 5 5i8 Y
32 S69 North Side 33K 7800 5 114 6 -- 6 Y
33 B69 No~h Side 33K 7800 5 1/4 5 3/4 -- 5 3/4 Y
34 S69 North Side 33K 7800 5 I/4 5 1/2 -- 5 :-' Y
35 S69 No~.h Side 33K 7800 5 1/4 5 3/4 -- 5 3/4 Y
36 S69 North Side 33K 7800 5 1/4 5 3/4 -- 5 3/4 Y
37 S61 North Side 33K 7800 4 518 5 -- 5 Y
38 B32 North Side 33K 7800 2 3/8 2 1/2 - 2 !/2 *See note
Equipment iD: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 01/08/98
Comments: *Cable /138 - Anchor visible.
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Se~-'ices
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(i) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LhMFFATIONS: 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 COlltrol. Our letters and reports are for the exclusive use of file clients to whom ~ey are
addressed.
c:,wpwin'a'eports'.D7429-18598"SH May 20. 1998
Rone Engineers, Inc. 1'"-'~4 Goodnight Lane Tel. (972) 241-454'-.`` ineers
Dallas/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-D7429-185 Sample Date: April 28, 1998
Client: Western Rim Services Report Date: May 20, 1998
Location: Building #7 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 North Side 33K 7800 2 3:'8 2 I/4 -- 2 l:'4 Y
40 S61 West Side 33K 7800 4 5/8 5 -- 5 *See hOle
41 B61 West Side 33K 7800 4 5/8 4 1i2 -- 4 1:2 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 -- 8 Y
44 SI01 West Side 33K 7800 7 7/8 8 -- 8 Y
45 SI01 West Side 33K 7800 7 7;8 8 1/2 - 8 1...'2 Y
46 B75 West Side 33K 7800 5 3/4 6 - 6 Y
47 S102 West Side 33K 7800 7 7/8 8 1/4 - 8 1;4 Y
48 SI02 West Side 33K 7800 7 7/8 8 1/2 -- 8 1/2 Y
49 S102 West Side 33K 7800 7 7/8 8 1/4 -- 8 1/4 Y
50 B76 West Side 33K 7800 5 7/8 6 1/8 - 6 1/8 Y
51 S98 West Side 33K 7800 7 5/8 8 -- 8 Y
52 S98 West Side 33K 7800 7 5/8 8 3/8 -- 8 3i8 Y
53 S98 West Side 33K 7800 7 5/8 8 -- 8 Y
54 S98 West Side 33K 7800 7 5i8 8 -- 8 Y
55 S101 West Side 33K 7800 7 7/8 8 -- 8 Y
56 B74 West Side 33K 7800 5 3i4 6 I/4 -- 6 1/4 Y
57 S101 West Side 33K 7800 7 7/8 ...... *See note
Equipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 01/08/98
Comments: *Cable #40 - Anchors visible.
*Cable #57 - Machine busted through the concrete and not able to complete - broke machine.
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Serx, 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
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 w~,ich ,.ye have no control.
Our letters and reports are t'or the exclusive use of the clients to whom they are addressed.
:'.wpwin\reptms',D7429-18598\S H May 20, 1998