Mansions Phase 1-LR 980917 (3) .on,= Engine~r~, tho. ; ~ ~ 23"-'~ooOnight Lane Tel. (972) 241-45'~ 7 '- RoneEn_qineers
Dallas/Fort Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 1 of 5
Report No: 3137-D7429-235 Sample Date: September 4, 1998
Client: Western Rim Services Report Date: September 17, 1998
Location: Tenni.~ Court Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongatiom Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
I S-124-B SW Corner 33K 7600 9 5/8 9 1/8 0 9 1/8 YES
2 S-124-B West Side 33K 7600 9 5/8 8 11/16 0 8 11/16 NO
3 5-124-B West Side 33K 7600 9 5/8 9 I/4 0 9 1/4 ~r_.S
4 S-124-B West Side 33K 7600 9 5/8 9 7116 1/16 9 1/2 YES
5 S-124-B West Side 33K 7600 9 518 8 7/8 1/8 9 YES ' ·
6 S-124-B West Side 33K 7600 9 5/8 9 318 0 9 3/8 YES : -"
7 S-124-B West Side 33K 7600 9 518 9 1/4 1/4 9 1/2 YES
8 S-124-B West Side 33K 7600 9 518 9 13/16 0 9 13/16 YES
9 S-124-B West Side 33K 7600 9 5/8 9 3/8 0 9 3/8 YES
10 S-124-B West Side 33K 7600 9 5/8 9 3/8 0 9 3/8 YES
11 S-124-B West Side 33K 7600 9 5/8 9 1/2 0 9 1/2 YES
12 S-124-B West Side 33K 7600 9 5/8 9 9/16 0 19 9/16 YES
13 S-124-B West Side 33K 7600 9 518 9 112 0 9 1/2 YES
14 5-124-B West Side 33K 7600 9 5/8 9 11/16 0 9 11/16 YES
15 S-124-B West Side 33K 7600 9 5/8 9 1/2 1/8 9 5/8 YES
16 S-I24-B West Side 33K 7600 9 5/8 9 1/2 0 9 I/2 YES
17 S-124-B West Side 33K 7600 9 518 7 7/8 3/4 8 5/8 YES
18 S-124-B West Side 33K 7600 9 5/8 8 3/8 5/16 8 11/16 NO
19 S-62 S E Corner 33K 7600 4 3/4 4 1/2 0 4 1/2 YES
Equipment ID: Ram No: 98-283 Pump No: 0390870 Gauge No: N/A
Equipment Calibration Date: 8/03/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Copper
(1) Mr. Mike Hodge; City of Copper
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Dam_ton; 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 conditiom over which we have no control. Our letters and repom are for the exclusive use of the clients to whom they are
c:\wpwin\reports\D7429-235-98\ST September 17. 1998
Dallas/Forl, Worth Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 2 of 5
Report No: 3137-D7429-235 Sample Date: September 4, 1998
Client: Western Rim Services Report Date: September 17, 1998
Location: Tenni.~ Court 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-62 South Side 33K 7600 4 3/4 4 13/16 YES
21 S-62 South Side 33K 7600 4 3/4 4 1/2 YES
22 S-62 South Side 33K 7600 4 3/4 4 11/16 YES
23 S-62 South Side 33K 7600 4 3/4 4 3/4 YES
24 S-62 South Side 33K 7600 4 3/4 4 5/8 YES
25 S-62 South Side 33K 7600 4 3/4 4 5/8 YES
26 S-62 South Side 33K 7600 4 3/4 4 3/4 YES
27 S-62 South Side 33K 7600 4 3/4 5 YES
28 S-62 South Side 33K 7600 4 3/4 4 3/4 YES
29 S-62 South Side 33K 7600 4 3/4 4 3/4 YES
30 S-62 South Side 33K 7600 4 3/4 5 1/16 YES
31 5-62 South Side 33K 7600 4 3/4 5 YES
32 S-62 South Side 33K 7600 4 3/4 4 3/4 YES
33 5-62 South Side 33K 7600 4 3/4 4 7/8 YES
34 S-62 South Side 33K 7600 4 3/4 4 9/16 YES
35 S-62 South Side 33K 7600 4 3/4 4 3/4 YES
36 S-62 South Side 33K 7600 4 3/4 4 5/8 YES
37 S-62 South Side 33K 7600 4 3/4 4 11/16 YES
38 S-62 South Side 33K 7600 4 3/4 5 YES
Equipment ID: Ram No: 98-283 Pump No: 0390870 Gauge No: N/A
Equipment Calibration Date: 8/03/98
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\D7429-235-98\ST September 17, 1998
.one Engineers, Inc. 112~--~oodnigi~t Lane TeL (972) 241-4517 - RoneEnc ineers
Dallas/Eon Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 3 of 5
Report No: 3137-D7429-235 Sample Date: September 4, 1998
Client: Western Rim Services Report Date: September 17, 1998
Location: Tennis Court Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Witb. Ln
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 S-62 South Side 33K 7600 4 3/4 4 7/16 YES
40 S-62 South Side 33K 7600 4 3/4 4 13/16 YES
41 S-62 South Side 33K 7600 4 3/4 4 3/4 YF_,~
42 S-62 South Side 33K 7600 4 3/4 4 13/16 YES
43 S-62 South Side 33K 7600 4 3/4 5 YF~S
44 S-62 South Side 33K 7600 4 3/4 4 11/16 YES
45 S-62 South Side 33K 7600 4 3/4 4 15/16 YES
46 S-62 South Side 33K 7600 4 3/4 4 5/8 YF_3
47 S-62 South Side 33K 7600 4 3/4 4 I/2 YF_3
48 S-62 South Side 33K 7600 4 3/4 4 5/16 YES
49
50
51
52
53
54
55
56
57
Equipment ID: Ram No: 98-283 Pump No: 0390870 Gauge No: N/A
Equlpmeat Calibration Date: 8/03/98
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 Dararon; C. D. Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
respomibility 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 repom are for the exclusive use of the clients to whom they are
addressed.
c:~,wpwin\reports\D7429-235-98\ST September 17, 1998
; Dallas,'Foa Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 4 of 5
Report No: 3137-D7429-235 Sample Date: September 4, 1998
Client: Western Rim Services Report Date: September 17, 1998
Location: Basketball Court Technician: R. Lovelady
tt Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
58 B-62 South Side 33K 7600 4 3/4 4 11/16 0 4 11/16 YES
59 S-62 South Side 33K 7600 4 3/4 4 5/8 0 4 5/8 YES
60 S-64 South Side 33K 7600 5 4 5/8 0 4 5/8 YES
61 S-66 South Side 33K 7600 5 1/8 5 0 $ YES
62 S-66 South Side 33K 7600 5 1/8 ~ 3/16 0 5 3/16 YES
63 S-67 South Side 33K 7600 5 1/4 5 1/4 0 5 1/4 YES
64 S-68 South Side 33K 7600 5 1/4 5 118 0 5 1/8 YES
65 S-68 South Side 33K 7600 5 1/4 5 1/4 0 5 1/4 YES
66 S-68 South Side 33K 7600 5 114 5 114 0 5 114 YES
67 S-67 South Side 33K 7600 5 114 5 5116 0 5 5116 YES
68 S-66 South Side 33K 7600 5 1/8 4 15/16 0 4 15/16 YES
69 S-66 South Side 33K 7600 5 1/8 5 1/16 0 5 1/16 YES
70 S-64 South Side 33K 7600 5 4 11/16 0 4 11/16 YES
71 S-62 South Side 33K 7600 4 3/4 4 3/4 0 4 3/4 YES
72 B-62 South Side 33K 7600 4 3/4 4 518 0 4 5/8 YES
73 S-52 NE Corner 33K 7600 4 3 11/16 0 3 11/16 YES
74 S-52 NE Side 33K 7600 4 3 7/8 0 3 7/8 YES
75 S-52 NE Side 33K 7600 4 3 7/8 0 3 7/8 YES
76 S-52 NE Side 33K 7600 4 3 3/4 0 3 3/4 YES
Equipment ID: Ram No: 98-283 Pump No: 0390870 Gauge No: N/A
Equipment Calibration Date: 8/03/98
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 tesdng. We assume no
responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of sinailar 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\D7429-235-98\ST September 17, 1998
Rone Engineers, Inc. : l l2~~ Goodnight Lane Tel. (972) 241-4517 -- RoneEn_qineers
Dallas/Foal Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 5 of 5
Report No: 3137-D7429-235 Sample Date: September 4, 1998
Client: Western Rim Services Report Date: September 17, 1998
Location: Basketball Court Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongatiom Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongadons Tolerance
77 S-52 North Side 33K 7600 4 3 13/16 0 3 13/16 YES
78 S-52 North Side 33K 7600 4 3 718 0 3 7/8 YES
79 S-52 North Side 33K 7600 4 3 3/4 0 3 3/4 YES
80 S-52 North Side 33K 7600 4 3 718 0 3 718 YES
81 S-52 North Side 33K 7600 4 3 314 0 3 3/4 YES
82 S-52 North Side 33K 7600 4 4 1/2 0 4 1/16 YES
83 S-52 North Side 33K 7600 4 3 5/8 0 3 5/8 YES
84 S-52 North Side 33K 7600 4 3 9/16 0 3 9/16 YES
85 S-52 North Side 33K 7600 4 3 7/8 0 3 7/8 YES
86 S-52 North Side 33K 7600 4 4 0 4 YES
Equipment ID: Ram No: 98-283 Pump No: 0390870 Gauge No: N/A
Equipment Calibration Date: 8/03/98
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 hereto were prepared based upon the specific sample~ 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\D7429-235-98\ST September 17, 1998