Mansions Phase 1-LR 980331 Rone Engineers, Inc. ~ .34 Goodnight Lane Tel. (972) 241-45. RoneEngineers
Dallas;Fort Worth Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5~,74
ELONGATION REPORT
Project: Mansion By The Lake Page 1 of 4
Report No: 3137-D7429-113 Sample Date: March 25, 1998
Client: Western Rim Services Report Date: March 31, 1998
Location: Building//27 Technician: Tim Duke
# Tendon Location Jack Fom¢ Gauge Required Elongations Eloagations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
I B-29 SOUTH SIDE 33K 7800 2 1/8 2 YES
2 S-29 SOUTH SIDE 33K 7800 2 1/8 2 YES
3 S-48 SOUTH SIDE 33K 7S00 3 5/8 3 1/2 YES
4 15-30 SOUTH SIDE 33K 7800 2 2/8 2 YES
5 B-30 SoLFrH SIDE 33K 7800 2 2/8 2 1/2 YES
6 B-30 SOUTH SIDE 33K 7800 2 2/8 2 1/4 YES
7 B-30 SOUTH SIDE 33K 7800 2 2/8 2 1/4 YES
8 B-57 SOUTH SIDE 33K 7800 4 3/8 4 1/4 YES
9 S-57 SOUTH SIDE 331( 7800 4 3/8 4 1/2 YES
I0 B-78 SOUTH SIDE 33K 7800 6 5 1/2 YES
11 S-63 EAST SIDE 33K 7800 4 7/8 5 1/8 YES
12 S-62 EAST SIDE 33K 7800 4 3/4 5 1/4 YES
13 15-62 EAST SIDE 33K 7800 4 3/4 5 1/4 YES
14 S-62 EAST SIDE 33K 7800 4 3/4 5 1/4 YES
15 S-62 EAST SIDE 33K 7800 4 3/4 4 7/8 YES
16 S-65 EAST SIDE 33K 7800 5 4 3/4 YES
17 B-65 EAST SIDE 33K 7800 5 5 YES
18 S-65 EAST SIDE 33K 7800 5 4 7/8 YES
19 $-61 EAST SIDE 33K 7800 4 5/8 4 5/8 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
(I) Mr. Tony Martin; Newport Classic
(I) Mr. Doyle Damron; C. D. Construction Consulting
LIMITATIONS: The lest 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.
c:\wpwin\reports\D7429-113-gg~ST March 31, 1998 (~/lt.~
Rone Engineers, Inc. 1 .._54 Goodnight Lane Tel. (972) 241-45'1. ineers
Dallas/Fort Wodh 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-D7429-113 Sample Date: March 25, 1998
Client: Western Rim Services Report Date: March 31, 1998
Location: Building//27 Technician: Tim Duke
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Wid~in
No. (Kips) Pressure Elongations End (I) End (2) Elongations Tolerance
20 S-61 EAST SIDE 33K 7800 4 5/8 4 9/16 YES
21 B-64 EAST SIDE 33K 7800 4 7/8 5 1/8 YES
22 S-64 EAST SIDE 33K 7800 4 718 4 13/16 YES
23 S-64 EAST SIDE 33K 7800 4 7/8 4 7/8 YES
24 S-62 EAST SIDE 33K 7800 4 3/4 4 3/4 YES
25 S-64 EAST SIDE 33K 7800 4 718 4 13/16 YES
26 B-64 EAST SIDE 33K 7800 4 7/8 5 1/8 YES
27 S-62 EAST SIDE 33K 7800 4 3/4 4 5/8 YES
28 S-62 EAST SIDE 33K 7800 4 3/4 4 15/16 YES
29 B-69 EAST SIDE 33K 7800 5 1/4 5 1/2 YES
30 S-69 EAST SIDE 33K 7800 5 1/4 5 1/2 YES
31 S-69 EAST SIDE 33K 7800 5 1/4 5 3/8 YES
32 S-69 EAST SIDE 33K 7800 5 1/4 5 5/8 YES
33 B-69 EAST SIDE 33K 7800 5 1/4 5 1/4 YES
34 S-69 EAST SIDE 33K 7800 5 114 5 1/8 YES
35 S-69 EAST SIDE 33K 7800 5 1/4 5 1/8 YES
36 S-69 EAST SIDE 33K 7800 5 1/4 5 1/4 YES
37 S-61 EAST SIDE 33K 7800 4 5/8 4 7/8 YES
38 B-32 EAST SIDE 33K 7800 2 3/8 2 1/4 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; Westera 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 mst results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality (composition, appearance, performance, crc.) 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 thc clients to whom they arc
addressed.
c:\wpwin\reports\D7429-113-98\5T March 31, 1998
Dallas/Forl 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-D7429-113 Sample Date: March 25, 1998
Client: Western Rim Services Report Date: March 31, 1998
Location: Building//27 Technician: Tim Duke
# Tendon Location Jack Force Oauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 S-32 EAST SIDE 33K 7800 2 3/8 2 1/4 YES
40 S-61 NORTH SIDE 33K 7800 4 5/8 4 3/4 YES
4] B-61 NORTH SIDE 33K 7800 4 5/8 4 3/4 YES
42 S-70 NORTH SIDE 33K 7800 5 3/8 5 I/2 YES
43 S-98 NORTH SIDE 33K 7800 7 5/8 7 7/8 YES
44 S-101 NORTH SIDE 33K 7800 7 7/8 8 YES
45 S-101 NORTH SIDE 33K 7800 7 7/8 8 YES
46 B-75 NORTH SIDE 33K 7800 5 3/4 6 YES
47 S-102 NORTH SIDE 33K 7800 7 7/8 7 1/2 YES
48 S-102 NORTH SIDE 33K 7800 7 7/8 8 1/2 YES
49 S-I02 NORTH SIDE 33K 7800 7 7/8 8 1/8 YES
50 B-76 NORTH SIDE 33K 7800 5 7/8 6 YES
51 S-98 NORTH SIDE 33K 7800 7 5/8 7 I/4 YES
52 S-98 NORTH SIDE 33K 7800 7 5/8 7 1/2 YES
53 S-98 NORTH SIDE 33K 7800 7 5/8 7 1/2 YES
54 S-98 NORTH SIDE 33K 7800 7 5/8 7 9/16 YES
55 S-101 NORTH SIDE 33K 7800 7 7/8 7 1/2 YES
56 B-74 NORTH SIDE 33K 7800 5 3/4 5 3/8 YES
57 S-101 NORTH SIDE 33K 7800 7 7/8 7 5/8 YES
~quipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 5/13/97
Comments: *CABLE//2, S-29, IS MISSING
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 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 repo~s are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\repons\D7429-113-98~5T March 31, 1998
Rone Engineers, Inc. 1 34 Goodnight Lane Tel. (972) 241-45', RoneEngineers
Dallas/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-D7429-113 Sample Date: March 25, 1998
Client: Western Rim Services Report Date: March 31, 1998
Location: Building//27 Technician: Tim Duke
# Tendon Location lack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations ~d (1) End (2) Elongations Tolerance
58 S-101 NORTH SIDE 33K 7800 7 7/8 7 1/2 YES
59 S-101 NORTH SIDE 33K 7800 7 7/8 6 3/4 YES
60 B-79 NORTH SIDE 33K 7800 6 1/8 6 I/4
61 S-15 NORTH SIDE 33K 7800 I 1
62 S-27 NORTH SIDE 33K 7800 2 2 YES
63 S-27 NORTH SIDE 33K 7800 2 2 1/8 YES
64 B-27 NORTH SIDE 33K 7800 2 I 7/8 YES
~.~quipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 5/13/97
Comments: *CABLE//2, S-29, IS MISSING
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 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.
c :\wpwin\reports\D7429-113-98\ST March 31, 1998