Mansions Phase 1-LR 980402 Rone Engineers, Inc. ,, 234 Goodnight Lane Tel. (972)241-451/ RoneEngineers
Dallas/Fort Worlt~ Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page 1 of 4
Report No: 3137-D7429-099 Sample Date: March 20, 1998
Client: Western Rim Services Report Date: April 2, 1998
Location: Building//3 Technician: Tim Duke
# Tendon Looafion ]ack Forte Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) F. ad (2) Elongations Tolerance
I B-29 WEST SIDE 33K 7800 2 115 2 114 YES
2 S-29 WEST SIDE 33K 7g00 2 l/g 2 l/g YES
3 S=48 WEST SIDE 33K 7800 3 5/8 3 I/2 YES
4 B-30 WF. ST SIDE 33K 7800 2 2/8 2 3/16 YES
5 B-30 WEST SIDE 33K 7800 2 2/8 2 1/4 YES
6 B-30 WF, ST SIDE 33K 7800 2 2/8 2 1/4 YES
7 B-30 WEST SIDE 33K 7800 2 2/8 2 1/8 YES
8 B-57 WEST SIDE 33K 7800 4 3/8 4 !/2 YES
9 5-57 ~ SIDE 33K 7800 4 3/8 4 1/4 YES
10 B-78 W~ST SIDE 33K 7800 6 5 3/8 YES
11 S-63 SOUTH SIDE 33K 7800 4 7/8 5 1/4 YES
12 S-62 SOUTH SIDE 33K 7800 4 314 5 YES
13 B-62 SOUTH SIDE 33K 7800 4 3/4 4 5/8 YES
14 S--62 SOUTH SIDE 33K 7800 4 3/4 4 3/4 YES
15 S-62 SOUTH SIDE 33K 7800 4 3/4 4 3/4 YES
16 S-65 SOUTH SIDE 33K 7800 5 5 YES
17 B-65 SOUTH SIDE 33K 7800 5 5 YES
15 S-65 SOUTH SIDE 33K 7800 5 5 YES
19 S-61 SOUTH SIDE 33K 7800 4 5/8 4 1/2 YES
cquipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 5/13/97
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City ot Coppeli
(1) Mr. Tony Martin; Ney, port Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LIMITATIONS: The test results pmser,~ed herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in qualily (cc,..mpoaition, appearance, performance, ete.) 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\D7429-099-97\gT April 2, 1998 ~
Rone Engineers, Inc. . . 234 Goodnight Lane Tel. (972) 241-45'i / Rone ineers
Dallas/Fort Worttn Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page 2 of 4
Report No: 3137-D7429-099 Sample Date: March 20, 1998
Client: Western Rim Services Report Date: April 2, 1998
Location: Building//3 Technician: Tim Duke
# Tendon Location lack For:e Gaug~ Requirad Elongations Elongations Tolal Within
No. (Kips) Pre~sure Elongations End (1) End (2) Elongations Tolerance
20 S-61 SOUTH SIDE 33K 7800 4 5/8 4 1/2 YF3
21 B-64 SOUTH SIDE 33K 7800 4 7/8 4 7/8 YF.,5
22 S-64 SOUTH SIDE 33K 7800 4 7/8 5 YES
23 S-64 SOUTH SIDE 33K 7800 4 7/8 4 7/8 YES
24 S-62 SOUTH SIDE 33K 7800 4 3/4 4 7/8 YF.~
25 $-64 SOUTH SIDI:- 33K 7800 4 7/8 4 7/8 YES
26 B-64 SOUTH SIDE 33K 7800 4 7/8 5 1/8 YES
27 S--62 SOUTH SIDE. 33K 7800 4 3/4 4 7/8 YES
28 $--62 SOUTH SIDE 33K 7800 4 3/4 4 7/8 YES
29 B-69 Sou'rH SIDE 33K 7800 5 1/4 5 1/4 YE3
30 S-69 SOUTH SIDE 33K 7800 5 1/4 5 1/8
31 S-69 SOUTH SIDE. 33K 7800 5 1/4 5 3/8 YF_.3
32 $-69 SOUTH $ID£ 33K 7800 5 1/4 5 3/8 YES
33 B-69 SOUTH SIDI~ 33K 7800 5 1/4 5 1/2 YES
34 S-69 SOUTH SIDE 33K 7800 5 i/4 5 1/2 YES
35 $-69 SOUTH $IDI:. 33K 7800 5 I/4 5 1/2 YES
36 ,%-69 SOUTH SIDE. 33K 7800 5 i/4 5 1/2 YES
37 S-61 SOUTH SIDE 33K 7800 4 5/8 4 I/2 YES
38 B-32 SOUTH SIDE 33K 7800 2 3/8 2 3/8 YES
3,quipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 5/13/97
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(I) 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
LIMITATIONS: The test results prcser!ted herein were prepared based upon the specific samples provided for testing. Wc assume no
responsibility for variation in quality (composition, appearance, performance, ¢Ic.) or any other feature of similar subject matter provided by
persons or conditions over which wc have no control. Our letters and repons are for thc exclusive use of the ellen,s to whom they are
addressed.
c:\wpwin\repons\D7429-099-97~T April 2, 1998
Rone Engineers, Inc. , . 234 Goodnight Lane Tel. (972) 241-45'1 / ineers
Dallas/Fort Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page 3 of 4
Report No: 3137-D7429-099 Sample Date: March 20, 1998
Client: Western Rim Services Report Date: April 2, 1998
Location: Building//3 Technician: Tim Duke
# Tendon Location .lack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 S-32 SOUTH SIDE 33K 7800 2 3/8 2 1/4 YES
40 S-61 EAST SIDE 33K 7800 4 518 4 7/8 YES
41 B-61 EAST SIDE 33K 7800 4 5/8 4 5/8 YES
42 S-70 EAST SIDE 33K 7800 5 3/8 5 1/2 YES
43 S-98 EAST SIDE 33K 7800 7 5/8 7 1/2 YE3
44 S-101 EAST SIDE 33K 7800 7 7/8 7 7/8 YES
45 S-101 EAST SIDE 33K 7800 7 7/8 8 YES
46 B-75 EAST SIDE 33K 7800 5 3/4 5 3/4 YF-3
47 S-102 EAST SIDE 33K 7800 7 7/8 8 1/8 YES
48 S-102 EAST SIDE 33K 7800 7 7/8 8 YES
49 S-102 EAST SIDE 33K 7800 7 7/8 8 Y'ES
50 B-76 EAST SIDE 33K 7800 5 7/8 6 YES
51 S-98 EAST SIDE 33K 7800 7 518 7 3/4 YES
52 S-98 EAST SIDE 33K 7800 7 518 7 3/4 YES
53 S-98 EAST SIDE 33K 7800 7 5/8 7 1/2 YES
54 S-98 EAST SIDE 33K 7800 7 518 8 YES
55 S-101 EAST SIDE 33K 7800 7 7/8 7 3/4 YES
56 B-74 EAST SIDE 33K 7800 5 3/4 6 YES
57 S-101 EAST SIDE 33K 7800 7 7/8 7 3/4 YES
Equipment It): Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 5/13/97
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(I) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LIMITATIONS: The test results preset, led herein were prepared based upon the specific samples provided for testing. We assumc no
responsibility for variation in qualily (c¢.mposition, 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\reporlz\D7429-099-97\ST April 2, 1998
Dal~as/Fort Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page 4 of 4
Report No: 3137-D7429-099 Sample Date: March 20, 1998
Client: Western Rim Services Report Date: April 2, 1998
Location: Building//3 Technician: Tim Duke
# Tendon Location Jack For=e Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
58 S-101 EAST SIDE 33K 7800 7 7/8 $ YES
59 S-101 EAST SIDE 33K 7800 7 7/8 $ YES
60 B-79 EAST SIDE 33K 7800 6 1/g 6 1/4 YES
61 S-15 EA..ST SIDE 33K 7800 I 15/16 YES
62 S-27 EAST SIDE 33K ' 7800 2 2 YES
63 S-27 EAST SIDE 33K 7500 2 2 YES
64 B-27 EAST SIDE 33K 7800 2 2 YES
:quipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 5/13/97
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
LIMITATIONS: The test results presented herein were prepared based upon Ihe 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 ha.re no comrol. Our letters and reports are for the exclusive uae of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-099-97~ST April 2, 1998