Mansions Phase 1-LR 980504 (5) Rone Engineers, Ina. ~1 ,"'"" Goodnight Lane Tel. (972) 241-4517 ~ RoneEnalineersl
Dallas.-'Fort 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-D7429-159 Sample Date: April 17, 1998
Client: Western Rim Services Report Date: May 4, 1998
Location: Building #10 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
1 B29 North Side 33K 7800 2 1/8 2 1/8 -- 2 1/8 Y
2 S29 North Side 33K 7800 2 1/8 2 1/8 - 2 1/8 Y
3 S48 North Side 33K 7800 3 5/8 4 -- 4 Y
4 ]130 North Side 33K 7800 2 2/8 2 1/4 -- 2 1/4 Y
5 B30 North Side 33K 7800 2 2/8 2 1/4 -- 2 1/4 Y
6 B30 North Side 33K 7800 2 2/8 2 1/4 -- 2 1;4 Y
7 B30 North Side 33K 7800 2 2/8 2 1/4 -- 2 1,'4 Y
8 B57 West Side 33K 7800 4 3/8 4 3/4 -- 4 3/4 Y
9 S57 West Side 33K 7800 4 3;8 4 3.,'4 -- 4 3/4 Y
10 B78 North Side 33K 7800 6 5 1/2 -- 5 1/2 Y
11 S63 West Side 33K 7800 4 7/8 5 1/4 -- 5 1/4 Y
12 S62 West Side 33K 7800 4 3/4 5 -- 5 Y
13 B62 West Side 33K 7800 4 3/4 5 - 5 Y
14 S62 West Side 33K 7800 4 3/4 5 1/8 -- 5 1/8 Y
15 S62 West Side 33K 7800 4 3/4 5 3/16 -- 5 3/16 Y
16 S65 West Side 33K 7800 5 5 1/4 -- 5 1/4 Y
17 B65 West Side 33K 7800 5 5 1/4 -- 5 1/4 Y
18 S65 West Side 33K 7800 5 5 1/4 -- 5 1/4 Y
19 S61 West Side 33K 7800 4 5/8 5 -- 5 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; Ci~ 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\D7429-159-98\Sl'[ May 4, 1998 C ~
Rone Engineers, In(3. 11 ? Goodnight Lane Tel. (972) 241-4517 ~ RoneEn aineers
Dallas;Fort Wortl~ 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-D7429-159 Sample Date: April 17, 1998
Client: Western Rim Services Report Date: May 4, 1998
Location: Building #10 Technician: K. Courtier
# 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 7800 4 5/8 5 - 5 Y
21 B64 West Side 33K 7800 4 7/8 $ 1/8 - $ 1/8 Y
22 S64 West Side 33K 7800 4 7/8 5 -- 5 Y
~ S64 West Side 33K 7800 4 718 5 1/4 -- 5 1/4 Y
24 S62 West Side 33K 7800 4 3/4 5 -- 5 Y
25 S64 West Side 33K 7800 4 7/8 5 1/4 -- 5 1/4 Y
26 B64 West Side 33K 7800 4 7/8 5 -- 5 Y
27 S62 West Side 33K 7800 4 3/4 5 1/4 -- 5 1/4 Y
28 562 West Side 33K 7800 4 3/4 5 -- 5 Y
29 B69 West Side 33K 7800 5 1/4 5 3/4 -- 5 3/4 Y
30 S69 West Side 33K 7800 5 1/4 5 3/4 -- 5 3/4 Y
31 S69 West Side 33K 7800 5 1/4 5 1/2 -- 5 1/2 Y
32 S69 West Side 33K 7800 5 1/4 5 3/4 -- 5 3/4 Y
33 B69 West Side 33K 7800 5 1/4 5 3/4 - 5 3/4 Y
34 S69 West Side 33K 7800 5 1/4 5 1/4 - 5 1/4 Y
35 S69 West Side 33K 7800 5 1/4 5 3/4 - 5 3/4 Y
36 S69 West Side 33K 7800 5 1/4 5 I/2 - 5 1/2 Y
37 S61 West Side 33K 7800 4 5/8 5 -- 5 Y
38 B32 West Side 33K 7800 2 3/8 2 1/2 -- 2 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 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 Ihe exclusive use of the clients to whom they are addressed.
c:\wpwin\reports\D7429-159-98\SH May 4, 1998
Rone Engineers, Ino. 11 ? Goodnight Lane Tel. (972) 241-4517 ~ RoRe ineers
Dallas..'Fort Worth 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-D7429-159 Sample Date: April 17, 1998
Client: Western Rim Services Report Date: May 4, 1998
Location: Building gl0 Technician: K. Courtier
if Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 S32 West Side 33K 7800 2 3/8 2 1/2 -- 2 1/2 Y
40 S61 South Side 33K 7800 4 5/8 4 7/8 -- 4 7/8 Y
41 BGI South Side 33K 7800 4 5/8 5 -- 5 Y
42 570 South Side 33K 7800 5 3/8 5 5/8 -- 5 5/8 Y
43 S98 South Side 33K 7800 7 5/8 8 -- 8 Y
44 S101 South Side 33K 7800 7 7/8 8 3/8 -- 8 3/8 Y
45 SI01 South Side 33K 7800 7 7/8 8 -- 8 Y
46 B75 South Side 33K 7800 5 3/4 5 3/4 -- 5 3/4 Y
47 S 102 South Side 33K 7800 7 7/8 8 -- 8 Y
48 S102 South Side 33K 7800 7 7/8 8 1/2 -- 8 1/2 Y
49 S102 South Side 33K 7800 7 7/8 8 1/2 -- 8 1/2 Y
50 B76 South Side 33K 7800 5 7/8 6 -- 6 Y
51 S98 South Side 33K 7800 7 5/8 8 -- 8 Y
52 S98 South Side 33K 7800 7 5/8 7 3/4 - 7 3/4 Y
53 S98 South Side 33K 7800 7 5/8 8 -- 8 Y
54 S98 South Side 33K 7800 7 5/8 8 -- 8 Y
55 S101 South Side 33K 7800 7 7/8 8 -- 8 Y
56 B74 South Side 33K 7800 5 3/4 6 -- 6 Y
57 SI01 South Side 33K 7800 7 7/8 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; Ci~ of Coppell
(1) Mr. Lee Stone; City, of Coppell
(1) Mr. Tony Martin; Newport Classic
(i) Mr. Doyle Damron; C. D. Construction Consulting
LIMITATIONS: The test results presented herein wer~ 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 am for the exclusive use of the clients to whom they are addressed.
c:\wpwin\reports\D7429-159-98\SH May 4, 1998
Rone Engineers, In~ . 1.1LP"-"Goodnight Lane Tel. (972) 241-4517 -'" RoneEncfineers
Dallas,-'Fo~ 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-D7429-159 Sample Date: April 17, 1998
Client: Western Rim Services Report Date: May 4, 1998
Location: Building #10 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
58 Sl01 South Side 33K 7800 7 7/8 8 -- 8 Y
59 Sl01 South Side 33K 7800 7 7/8 8 1/4 -- 8 1/4 Y
60 B79 South Side 33K 7800 6 1/8 6 1/4 - 6 1/4 Y
61 S15 East Side 33K 7800 1 I - I Y
62 S27 South Side 33K 7800 2 2 - 2 Y
63 S27 South Side 33K 7800 2 I 7/8 -- 1 7/8 Y
64 B27 South Side 33K 7800 2 2 1/8 -- 2 1/8 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; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Dam_ton; C. D. Construction Consulting
LR~,IITATIONS: 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 May 4, 1998