Mansions Phase 1-LR 980401 (3) Rone Engineers, Inc. 11 .-34 Goodnight Lane Tel. (972)241-451, RoneEngineers
Dallas/Fort Wortr, 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-D7429-100 Sample Date: March :20, 1998
Client: Western Rim Services Report Date: April 1, 1998
Location: Building//6 Technician: Tim Duke
# Tendon Location Jack Force Gauge Required Elongations Elongations To~al Within
No. (Kips) Procure Elongations Emi (1) End ('2) Elongations Tolerance
I B-29 EAST SIDE 33K 7800 2 1/8 2 3/16 YES
2 S-29 EAST SIDE 33K 7800 2 1/8 2 1/8
3 S-48 EAb~r SIDE 33K 7800 3 5/8 3 9/16 YES
4 B-30 EAST SIDE 33K 7800 2 2/8 2 1/8 YES
5 1~-30 FAST SIDE 33K 7800 2 2/8 2 1/8 YES
6 B-30 EAST SIDE 33K 7800 2 2/8 2 1/8 YES
7 B-30 EAST SIDE 33K 7800 2 2/8 2 1/4 YES
8 B-57 EAST SIDE 33K 7800 4 3/8 4 3/8 YES
9 S-57 EAST SIDE 33K 7800 4 3/8 4 1/2 YES
10 B-78 EAST SIDE 33K 7800 6 5 1/2 YES
11 S-63 NORTH SIDE 33K 7800 4 7/8 4 7/8 YES
12 S-62 NORTH SIDE 33K 7800 4 3/4 4 3/4 YES
13 B-62 NORTH SIDE 33K 7800 4 3/4 4 3/4 YES
14 S-62 NORTH SIDE 33K 7800 4 3/4 4 7/8 YES
15 S-62 NORTH SIDE 33K 7800 4 3/4 4 7/8 YES
16 S-65 NORTH SIDE 33K 7800 5 5 YES
17 B-65 NORTH SIDE 33K 7800 5 5 1/8 YES
18 S-65 NORTH SIDE 33K 7800 5 5 YES
19 S-61 NORTH SIDE 33K 7800 4 5/8 4 1/2 YES
_~quipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 5/13/98
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 Cla.~sic
(1) Mr. Doyle Damron; C. D; Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upon lhe specific samples provided for testing. We assume no
responsibility for variation in quality (compgsition, appearance, performance, etc.) or any other feature of similar subject matlcr provided by
persons or conditions over which we have no control. Our letters and repons are for the exclusive use of the clients to whom they are
addres~;d.
c:\wpwin\repons\D7429-100-98\$T April 1, 1998 . (~ ~.
Rone Engineers, Inc. ', $4 Goodnight Lane Tel. (972) 241-45 ineers
Dallas/Fort Worth Dallas, Texas Metro (972) 263-1555
75229- Fax (972) 241-5174
ELONG .~.TION REPORT
Project: Mansion By The Lake Page 2 of 4
Report No: 3137-D7429-100 Sample Date: March 20, 1998
Client: Western Rim Services Report Date: April 1, 1998
Location: Building//6 Technician: Tim Duke
# Tendon Location Jack Force Gauge Required Elongations Elongations To[al Within
No. (Kips) Pressure Elongations rand (1) End (2) Elongations Tolerance
20 S-61 NORTH SIDE 33K 7800 4 5/8 4 3/4 YES
21 B-64 NORTH SIDE 33K 71100 4 715 5 YES
22 S-64 NORTH SIDE 33K 7800 4 715 4 3/4 YES
~ S-64 NORTH SIDE 33K 7800 4 7/8 5 YES
24 S-62 NORTH SIDE 33K 7800 4 3/4 4 1/2 YES
25 S-64 NORTH SIDE 33K 7800 4 7/8 5 YES
26 B-64 NORTH SIDE 33K 7800 4 7/8 4 1/2 YES
27 S-62 NORTH SIDE 33K 7800 4 314 5 YES
28 S-62 NORTH SIDE 33K 7800 4 3/4 4 1/2 YES
29 B-69 NORTH SIDE 33K 7800 5 i/4 5 I/2 YES
30 S-69 NORTH SIDE 33K 7800 5 1/4 5 5/8 YES
31 S-69 NORTH SIDE 33K 7800 5 1/4 5 3/8 YES
32 S-69 NORTH SIDE 33K 7800 5 1/4 5 1/2 YES
33 B-69 NORTH SIDE 33K 7800 5 1/4 5 1/2 YES
34 S-69 NORTH SIDE 33K 7800 5 1/4 5 3/8 YES
35 S-69 NORTH SIDE 33K 7800 5 I/4 5 1/4 YES
36 S-69 NORTH SIDE 33K 7800 5 1/4 5 1/8 YES
37 S-61 NORTH SIDE 33K 7800 4 5/8 4 1/2 YES
38 B-32 NORTH SIDE 33K 7800 2 3/8 2 1/4 YES
Equipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 5/13/98
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
LIMITATIONS: Thc les! results presented bcreln were prepared based upon Iht specific samples provided for testing. We assume no
responsibility for variation in quality (composition, appearance, performance, etc.) or any ogter feature of similar subject matter provided by
persons or conditions over which we have no control. Our letters and reports are for gte exclusive usa of gte clients to whom they are
addressed.
c:\wpwin\reports\D?429-100-98\ST April l. 1998
Rone Engineers, Inc. ' 1 .34 Goodnight Lane Tel. (972) 241-45, RoneEngineers
Da,as/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-D7429-100 Sample Date: March 20, 1998
Client: Western Rim Services Report Date: April 1, 1998
Location: Building//6 Technician: Tim Duke
# Tendon Location Jack Force Gauge Requirexl Elongation~ Elongation~ Total Within
No. (Kips) Presaure l~longation~ End (l) End ('2) Elongations Tolerance
39 S-32 NORTH SIDE 33K 7800 2 3/8 2 1/4 YES
40 S-61 WF~T SIDE 33K 7800 4 5/8 4 1/2 YES
41 B-61 WF~T SIDE 33K 7800 4 5/8 4 1/2 YES
42 S-70 WEST SIDE 33K 7800 5 3/8 5 1/4 YES
4:3 S-98 WE.gT SIDE 33K 7800 7 5/8 7 5/8 YES
44 S-101 WEST SIDE 33K 7800 7 7/8 7 3/4 YES
45 S-101 WF.~T SIDE 33K 7800 7 7/8 7 7/8 YES
46 B-75 WEST SIDE 33K 7800 5 3/4 6 YF.3
47 S-102 WF. gT SIDE 33K 7800 7 7/8 7 1/2 YES
48 S-102 WEST SIDE 33K 7800 7 7/8 8 1/4 YES
49 S-102 WEST SIDE 33K 7800 7 7/8 8 1/4 YES
50 B-76 WF_3T SIDE 33K 7800 5 7/8 6 ~
51 S-98 WF_3T SIDE 33K 7800 7 5/8 7 9/16 Y'ES
52 S-98 WEST SIDE 33K 7800 7 5/8 7 1/2 YES
53 S-98 WEST SIDE 33K 7800 7 5/8 7 7/8 YES
54 S-98 ~ SIDE 33K 7800 7 5/8 7 1/2 YES
55 S-101 WEST SIDE 33K 7800 7 7/8 7 3/4 YES
56 B-74 WF..ST SIDE 33K 7800 5 3/4 5 7/8 YES
57 s-10t W~ST srr)E 33~< 7g0o 7 ?/8 g vas
.:.quipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 5/13/98
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
LIMITATIONS: The lest results presented herein were prepared ba~d upon Ibc specific samples provided for testing. We assume no
responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject nmlter provided by
persons or conditions over which we have no control. Our letters and reports are for the exclusive u~ of the clients to whom they are
addressed.
c:kwpwin\reports\D7429-100-95~T April 1, 1998
Rone Engineers, Inc. ; 34 Goodnight Lane Tel. (972) 241-45 RoneEngineers
Dallas/Fo~ Worln 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-D7429-100 Sample Date: March 20, 1998
Client: Western Rim Services Report Date: April 1, 1998
Location: Building//6 Technician: Tim Duke
# Tendon Location lack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations Fund (1) End ('2) Elongations Tolerance
58 S-101 WEST SIDE 33K 7800 7 7/8 7 3/4 YES
59 S-101 WEST SIDE 33K 7800 7 718 7 7/8 YES
60 B-79 WF. ST SIDE 33K 7800 6 115 6 YES
61 S-15 W'EST SIDE 33K 7800 I I YES
62 S-27 WF. ST SIDE 33K 7800 2 I 7/8 YES
63 S-27 WE. ST SIDE 33K 7800 2 2 YES
64 B-27 WEST SIDE 33K 7800 2 2 YES
-.quipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 5/13/98
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
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assurr~ no
responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject mailer 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\repo~s~D7429-100-98\ST April I, 1998