Mansions Phase 1-LR 981001 (5) .one Engineers. Inc. 11 -- La.e 24 -4 ,7 --RoneEnoineers
Da~as.-For': Wortr~ 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-D7429-261 Sample Date: September 28, 1998
Client: Western Rim Services Report Date: October 1, 1998
Location: Building/t22 Technician: R. Lovelady
# Tendon Location Jack Gauge Required Elongations Elongations Total Within
No. Force Pressure Elongations End (1) End (2) Elongatiom Tolerance
(Kips)
1 S-29 So Side-West-East 33K 5500 2 114 2 1/I6 NO
2 B-29 So Side-West-East 33K 5500 2 1/4 2 1/8 YES
3 S-48 So Side-West-East 33K 5500 3 3/4 3 3/8 NO
4 B-30 So Side-West-East 33K 5500 2 3/8 I 7/8 NO
5 B-30 So Side-West-East 33K 5500 2 3/8 2 NO
6 B-30 So Side-West-East 33K 5500 2 3/8 2 1/16 NO
7 B-30 So Side-West-East 33K 5500 2 3/8 2 NO
8 S-57 East Side So to No 33K 5500 2 3/8 3 7/8 NO
9 B-57 East Side So to No 33K 5500 4 1/2 3 15/16 NO
I0 B-78 East Side So to No 33K 5500 4 1/2 4 518 NO
11 S-63 East Side So to No 33K 5500 6 1/8 4 9/16 NO
12 S-62 East Side So to No 33K 5500 4 7/8 4 9/16 NO
13 B-62 East Side So to No 33K 5500 4 7/8 4 5/8 YES
14 S-62 East Side So to No 33K 5500 4 7/8 4 3/8 NO
15 S-62 East Side So to No 33K 5500 4 7/8 4 11/16 YES
16 S-65 East Side So to No 33K 5500 5 1/8 4 11/16 NO
17 S-65 East Side So to No 33K 5500 5 1/8 4 7/8 YES
18 B-65 East Side So to No 33K 5500 5 118 4 1/8 NO
19 S-61 East Side So to No 33K 5500 4 3/4 4 1/2 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 8/24/98
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 quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by
persons or conditions over which we have no conlxol. Our letters and reports are for the exclusive use of the clients to whom they are
addressed.
c:',wpwin\reports\D7429-261-98\ST October 1. 1998
Rone Engineers, Inc. 112'-- Goocln,g~t Lane Tek (972) 241-4517 '- RoneEn '
Dallas.'Fcrt wo~,~ 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-D7429-261 Sample Date: September 28, 1998
Client: Western Rim Services Report Date: October 1, 1998
Location: Building #22 Technician: R. Lovelady
# Tendon Location Jack Gauge Required Elongauons Elongations Total Within
No. Force Pressure Elongations End (1) End (2) Elongations Tolerance
(Kips)
20 S-61 East Side So to No 33K 5500 4 3/4 4 3/8 NO
21 S-64 East Side So to No 33K 5500 $ 4 3/8 NO
22 B-64 East Side So to No 33K 5500 5 4 9/16 NO
23 S-64 East Side So to No 33K 5500 5 4 13/16 YES
24 S-62 East Side So to No 33K 5500 4 7/8 4 5/8 YES
25 S-64 East Side So to No 33K 5500 5 4 3/4 YES
26 B-64 East Side So to No 33K 5500 5 4 3/8 NO
27 S-62 East Side So to No 33K 5500 4 7/8 4 3/4 YES
28 S-62 East Side So to No 33K 5500 4 7/8 4 5/16 NO
29 B-69 East Side So to No 33K 5500 5 3/8 5 1/8 YES
30 B-69 East Side So to No 33K 5500 5 3/8 4 3/4 NO
31 S-69 East Side So to No 33K 5500 5 3/8 5 1/16 NO
32 S-69 East Side So to No 33K 5500 5 3/8 4 15/16 NO
33 S-69 East Side So to No 33K 5500 5 3/8 4 13/16 NO
34 B-69 East Side So to No 33K 5500 5 3/8 4 7/8 NO
35 S-69 East Side So to No 33K 5500 5 3/8 4 15/16 NO
36 S-69 East Side So to No 33K 5500 5 3/8 5 1/4 YES
37 S-61 East Side So to No 33K 5500 4 3/4 4 7/16 NO
38 S-32 East Side So to No 33K 5500 2 I/2 2 1/4 NO
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 8/24/98
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 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:\v,~wimreports\D7429-261-98',ST October 1, 1998
: Rone Engineers, Inc. ~ ~'-' C~oodn~gr~t Lane Tel. (972) 241-4517 - ineers
Dallas/For:. Wonr' 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-D7429-261 Sample Date: September 28, 1998
Client: Western Rim Services Report Date: October 1, 1998
Location: Building//22 Technician: R. Lovelady
# Tendon Location Jack Gauge Required Elongations Elongations Total Within
No. Force Pressure Elongations End (1) End (2) Elongations Tolerance
(Kips)
39 B-32 East Side So to No 33K 5500 2 1/2 2 1/8 NO
40 S-61 East Side So to No 33K 5500 4 3/4 4 i/2 YES
41 B-61 East Side So to No 33K 5500 4 3/4 4 1/2 YES
42 S-70 East Side So to No 33K 5500 5 7/16' 5 1/2 YES
43 S-98 East Side So to No 33K 5500 7 5/8 8 YES
44 S-101 East Side So to No 33K 5500 7 7/8 8 5/16 YES
45 S-101 East Side So to No 33K 5500 7 7/8 7 15/16 YES
46 B-75 East Side So to No 33K 5500 5 7/8 5 3/4 YES
47 S-102 East Side So to No 33K 5500 8 8 1/8 YES
48 S-102 East Side So to No 33K 5500 8 8 YES
49 S-102 East Side So to No 33K 5500 8 8 1/8 YES
50 B-76 East Side So to No 33K 5500 6 5 1/2 NO
51 S-98 East Side So to No 33K 5500 7 5/8 7 5/8 YES
52 S-98 East Side So to No 33K 5500 7 5/8 7 7/8 YES
53 S-98 East Side So to No 33K 5500 7 5/8 7 5/8 YES
54 S-98 East Side So to No 33K 5500 7 5/8 7 5/16 YES
55 S-101 East Side So to No 33K 5500 7 7/8 7 7/16 NO
56 B-74 East Side So to No 33K 5500 5 3/8 5 5/8 YES
57 S-101 East Side So to No 33K 5500 7 7/8 7 5/16 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 8/24/98
Comments: *Elongation from table, I did interpolation between 69 and 71 to get elongation for 70.
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
LIMFFATIONS: 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 featore 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 the)' are
addressed.
c:\wpwin\reports\D7429-261-98\ST October l, 1998
Rone Engineers. Inc. 112~' Goodnigh! Lane Tel. (972) 241-4517 - Rone ineers
Dalias,-for: Wodh 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-D7429-261 Sample Date: September 28, 1998
Client: Western Rim Services Report Date: October 1, 1998
Location: Building//22 Technician: R. Lovelady
# Tendon Location Jack Gauge Required Elongations Elongations Total Within
No. Force Pressure Elongations End (1) End (2) Elongations Tolerance
(Kips)
58 S-101 East Side So to No 33K 5500 7 7/8 8 118 YES
59 S-101 East Side So to No 33K 5500 7 7/8 7 15/16 YES
60 B-79 East Side So to No 33K 5500 6 1/8 6 YES
61 S-15 East Side So to No 33K 5500 I 1/8 3/4 YES
62 S-27 East Side So to No 33K 5500 2 1/8 2 YES
63 S-27 East Side So to No 33K 5500 2 118 2 YES
64 B-27 East Side So to No 33K 5500 2 1/8 2 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 8/24/98
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 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\D7429-261-98\ST October 1, 1998