Mansions Phase 1-LR 980414 (06) Dallas/Fort Wo,lr' 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-D7429-144 Sample Date: April 8, 1998
Client: Western Rim Services Report Date: April 14, 1998
Location: Building #35 Technician: T. Duke
# Tendon Location lack Force Gauge Required Elongations Elongations Total Within
No. ('Kips) Prcssurc Elongations End (I) End (2) Elongations Tolerance
1 B29 North Side 33K 2 1/8 2 1/8 Y
2 S29 North Side 33K 2 1/8 2 1/8 Y
3 S48 North Side 33K 3 518 3 3/4 Y
4 B30 Nor,.h Side 33K 2 2/8 2 1/4 Y
$ B30 North Side 33K 2 2/8 2 3/8 Y
6 1330 Norih Side 33K 2 2/8 2 1/4 Y
? B30 North Side 33K 2 2/8 2 1/4 Y
8 B57 North Side 33K 4 3/8 4 1/2 Y
9 S57 North Side 33K 4 3/8 4 1/2 Y
10 B78 North Side 33K 6 5 518 Y
11 S63 West Side 33K 4 7/8 5 Y
12 S62 West Side 33K 4 3/4 4 7/8 Y
13 B62 West Side 33K 4 3/4 4 3/4 Y
14 S62 West Side 33K 4 3/4 5 Y
15 S62 West Side 33K 4 3/4 4 7/8 Y
16 S65 West Side 33K 5 5 Y
17 B65 West Side 33K 5 5 Y
18 S65 West Side 33K 5 4 7/8 Y
19 S61 West Side 33K 4 5/8 4 1/2 Y
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
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 Darnron; C. D. Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for '-sting. We assume no
responsibility for variation in qualily (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 arc for the exclusive use of the clients to whom they arc
addressed.
c:\wpwin\rcports\D?429-14498~SH April 14, 1998 ~{~
Rone Engineers, Inc. ! ' 34 Goodnight Lane Tel. (972) 241-45 RoneEnaineers
Dallas/For1 Wont' 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-D7429-14.4 Sample Date: April 8, 1998
Client: Western Rim Services Report Date: April 14, 1998
Location: Building #35 Technician: T. Duke
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
20 S61 West Side 33K 4 $/8 4 3/4 Y
21 B64 West Side 33K 4 7/8 5 Y
22 S64 West Side 33K 4 7/8 4 3/4 Y
23 S64 West Side 33K 4 7/8 5 1/16 Y
24 S62 West Side 33K 4 3/4 4 3/4 Y
25 S64 West Side 33K 4 7/8 5 Y
26 B64 West Side 33K 4 7/8 5 y
27 S62 West Side 33K 4 3/4 4 7/8 Y
28 S62 West Side 33K 4 3/4 4 3/4 Y
29 B69 West Side 33K 5 I/4 5 I/8 Y
30 S69 West Side 33K 5 1/4 5 1/2 Y
31 S69 West Side 33K 5 1/4 5 3/8 Y
32 S69 West Side 33K 5 1/4 5 1/4 Y
33 B69 We~t Side 33K 5 1/4 5 1/4 Y
34 S69 West Side 33K 5 1/4 5 3/8 Y
35 S69 West Side 33K 5 1/4 5 1/4 Y
36 569 West Side 33K 5 1/4 5 1/8 Y
37 561 West Side 33K 4 5/8 4 3/4 Y
38 B32 West Side 33K 2 3/8 2 3/8 Y
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Lam,' 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 repons are for the exclusive use of the clients to whom they are addressed.
c:\wpwin\repons\D7429-14498\SH April 14, 1998
Rone Engineers, Inc. 34 Goodnight Lane Tel. {972) 241-45 RoneEn ineers
Dal,as.;Forl Worln 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-D7429-144 Sample Date: April 8, 1998
Client: Western Rim Services Report Date: April 14, 1998
Location: Building #35 Technician: T. Duke
tt Tendon Location lack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 S32 West Side 33K 2 3/8 2 1~ Y
40 S61 South Side 33K 4 5/8 4 3/4 Y
41 B61 South Side 33K 4 5/8 4 9/16 Y
42 S70 South Side 33K 5 3/8 5 1/2 Y
43 S98 South Side 33K 7 5/8 7 7/8 Y
44 S101 South Side 33K 7 7/8 8 Y
45 S101 South Side 33K 7 7/8 7 3/4 Y
46 B75 South Side 33K 5 3/4 5 7/8 Y
47 S102 South Side 33K 7 7/8 8 1/4 Y
48 SI02 South Side 33K 7 7/8 8 Y
49 8102 South Side 33K 7 7/8 7 3/4 Y
50 B76 South Side 33K 5 7/8 6 Y
51 $98 South Side 33K 7 5/8 7 I/2 Y
52 S98 South Side 33K 7 5/8 7 5/8 Y
53 S98 South Side 33K 7 5/8 7 5/8 Y
54 S98 South Side 33K 7 5/8 7 3/4 Y
55 Sl01 South Side 33K 7 7/8 8 1/8 Y
56 B74 South Side 33K 5 3/4 6 Y
57 $101 South Side 33K 7 7/8 8 Y
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; CiD' of Coppell
(1) Mr. Lee Stone; CiD' 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 responsibility for variation in
quality (composition, appearance, performance, etc.) or an)' other feature of similar subject matter provided by persons or conditions over which we have no control.
Our letters and reporls are for the exclusive use of the clients to whom they are addressed.
c:\wpwin\reports\D7429-14498\SH April 14, 1998
Rone Engineers, Inc. 34 Goodnight Lane Tel. (972) 241-45 ' ineers
Dallas/Fo~ Wo~ 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-D7429-144 Sample Date: April 7. 1998
Client: Western Rim Services Report Date: April 14, 1998
Location: Building//35 Technician: T. Duke
# Tendon Location Jack Force Gauge Required Elongations Elongations Tolal Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
:58 SI01 South Side 33K 7 7/8 7 3/4 Y
59 SlO1 South Side 33K 7 7/8 7 718 Y
60 B79 South Side 33K 6 1/8 6 1/4 Y
61 S15 South Side 33K 1 1 Y
62 S27 South Side 33K 2 2 Y
63 S27 South Side 33K 2 2 Y
64 B27 South Side 33K 2 2 Y
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
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 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\D742998\SH April 14, 1998