Mansions Phase 1-LR 981013 (5) Rone Engineers, Inc. = 112' '-- Goodnight Lane Tel. (972} 241-4517 RoneEn ineers
Da~ias.-'For: 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~D7429-277 Sample Date: October 6, 1998
Client: Western Rim Services Report Date: October 13, 1998
Location: Building g24 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End ~2) Elongations Tolerance
I S-59 N Side E-W 33K 5500 4 518 4 5,'8 YES
2 B-59 N Side E-W 33K 5500 4 5/8 4 3/4 YES
3 S-68 N Side E-W 33K 5500 5 3/8 5 1/4 YES
4 S-96 N Side E-W 33K 5500 7 1/2 7 YES
5 S-98.6 N Side E-W 33K 5500 7 3/4 7 Ii2 YES
6 S-98.6 N Side E-W 33K 5500 7 3;4 7 3/8 YES
? B-73.6 N Side E-W 33K 5500 5 5;8 5 3.,'8 YES
8 S-100 N Side E-W 33K 5500 7 7;8 7 3/8 YES
9 S-100 N Side E-W 33K 5500 7 7/8 7 3/8 YES
i0 S-100 N Side E-W 33K 5500 7 7/8 7 5/6 YES
11 B-73 N Side E-W 33K 5500 5 5;'8 5 1,:4 YES
12 S-96 N Side E-W 33K 5500 7 1/2 7 YES
13 S-96 N Side E-W 33K 5500 7 1/2 7 1/8 YES
14 S-96 N Side E-W 33K 5500 7 1/2 7 1/4 YES
15 S-96 N Side E-W 33K 5500 7 1/2 7 3i16 YES
16 S-98.6 N Side E-W 33K 5500 5 1/2 5 5/8 YES
17 B-71.6 N Side E-W 33K 5500 7 3.:4 7 3/16 YES
18 S-98.6 N Side E-W 33K 5500 7 3,,'4 7 1/2 YES
19 S-98.6 N Side E-W 33K 5500 7 3/4 7 5/8 YES
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 9/04/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; 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 quali~: ~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'..D7429-277-98\ST October 13. 1998
Rone Engineers. Inc. ! 1 ;' -' Goodnight Lane Tel. (972) 241-4517 Rone En_qineers
Dailas.-Fort Wodh 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-D7429-277 Sample Date: October 6, 1998
Client: Western Rim Services Report Date: October 13, 1998
Location: Building//24 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End ¢2) Elongations Tolerance
20 S-98,6 N Side E-W 33K 5500 7 3/4 7 1;2 YES
21 B-76 N Side E-W 33K 5500 6 5 5,'8 YES
22 S-12.6 N Side E-W 33K 5500 7/8 1 YES
23 S-26 N Side E-W 33K .... 5500 2 2 YES
24 S-26 N Side E-W 33K 5500 2 1 7i8 YES
25 S-26 N Side E-W 33K 5500 2 I 7/8 YES
26 B-27 S Side W-E 33K 5500 2 I/8 2 YES
~.,'¥' S-27 S Side W-E 33K 5500 ~'~ 118 2 YES
28 S-46 S Side W-E 33K 5500 3 5/8 3 3/8 YES
29 B-27 S Side W-E 33K 5500 2 1/8 2 1/8 YES
30 B-27 S Side W-E 33K 5500 2 i/8 2 1/8 YES
31 B-27 S Side W-E 33K 5500 2 1/8 2 1/4 YES
32 B-27 S Side W-E 33K 5500 2 1/8 2 1/8 YES
33 S-55 S Side W-E 33K 5500 4 1/4 3 7/8 YES
34 B-55 S Side W-E 33K 5500 4 1/4 3 7/8 YES
35 B-65.5 S Side W-E 33K 5500 5 1/8 4 13/16 YES
36 S-60.6 East Side S-N 33K 5500 4 3/4 4 5i8 YES
37 S-59.6 East Side S-N 33K 5500 4 5i8 4 5/8 YES
38 S-59.6 East Side S-N 33K 5500 4 5;8 4 1i2 YES
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 9/04/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; Cit7 of Coppell
(1) Mr. Mike Hodge; 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'..D7429-277-98',ST October 13. 1998
Rone Engineers. Inc. 11'-- Goodnight Lane Tei. (972) 241-4517 RoneEngineers
Da!las. Fo.-1. Won. h 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-D7429-277 Sample Date: October 6, 1998
Client: Western Rim Services Report Date: October 13, 1998
Location: Building//24 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. fKips~ Pressure Elongations End (1) End (2'~ Elongations Tolerance
39 B-59.6 East Side S-N 33K 5500 4 5/8 4 1/2 YES
40 S-59.6 East Side S-N 33K 5500 4 5/8 4 3;8 YES
41 S-62.6 East Side S-N 33K 5500 4 7/8 4 5/8 YES
42 S-62.9 East Side S-N 33K .... 5500 4 7/8 4 5/8 YES
43 B-62.9 East Side S-N 33K 5500 4 7/8 4 1,'2 YES
44 S-59 East Side S-N 33K 5500 4 5i8 4 3/4 YES
45 S-59 East Side S-N 33K 5500 4 5/8 4 3/8 YES
46 S-61.6 East Side S-N 33K 5500 4 3/4 4 5/8 YES
47 B-61.6 East Side S-N 33K 5500 4 3/4 4 1/2 YES
48 S-61.6 East Side S-N 33K 5500 4 3/4 4 i/2 YES
49 S-59.6 East Side S-N 33K 5500 4 5/8 4 3/8 YES
50 S-61.6 East Side S-N 33K 5500 4 3/4 4 1/2 YES
51 S-61.6 East Side S-N 33K 5500 4 3/4 4 5/8 YES
52 S-59.6 East Side S-N 33K 5500 4 5/8 4 3/4 YES
53 S-59.6 East Side S-N 33K 5500 4 5/8 4 3/8 YES
54 S-67 East Side S-N 33K 5500 5 1;4 5 YES
55 B-67 East Side S-N 33K 5500 5 1/4 5 YES
56 S-67 East Side S-N 33K 5500 5 1/4 5 YES
57 S-67 East Side S-N 33K 5500 5 I/4 5 1.,'8 YES
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 9/04/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; 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
respons~bili~' for variation in qualiD' (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~.D7429-277-98',ST October 13. 1998
Rone Engineers, Inc. 11'-" Goodnight Lane Tel. (972) 241-4517 RoneEn_qineers
. Da~las.-'Fort 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-D7429-277 Sample Date: October 6, 1998
Client: Western Rim Services Report Date: October 9, 1998
Location: Building #24 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips'~ Pressure Elongations End (1) End (2) Elongations Tolerance
58 S-67 East Side S-N 33K 5500 5 1/4 5 1/8 YES
59 B-67 East Side S-N 33K 5500 5 1/4 5 1/4 YES
60 S-67 East Side S-N 33K 5500 5 1/4 5 YES
61 S-67 East Side S-N 33K ~_5500 5 1/4 5 1/8 YES
62 S-59 East Side S-N 33K 5500 4 5/8 4 3/8 YES
63 S-29.6 East Side S-N 33K 5500 2 1/4 2 3/8 YES
64 B-29.6 East Side S-N 33K 5500 2 1!4 2 3/8 YES
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 9/04/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; 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 quali~' (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~.D7429-277-98',ST October 13, 1998