Mansions Phase 1-LR 980504 (4) Rone Engineers, Inc. 11 ~ Goodnight Lane Tel, (972) 241-4517 '-"'
ineers
Dallas/Eon 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-D7429-158 Sample Date: April 17, 1998
Client: Western Rim Services Report Date: May 4, 1998
Location: Building//9 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 South Side 33K 7800 ~ 1/8 _~ 1/4 -- ,~'~ I/4 Y
2 S29 South Side. 33K 7800 2 I/8 2 1/2 -- 2 1/2 Y
3 S48 South Side 33K 7800 3 5!8 3 3/4 -- 3 3/4 Y
4 B30 South Side 33K 7800 2 ~'8 2 -- 2 Y
5 B30 South Side 33K 7800 2 2/8 2 1/4 -- 2 1:4 Y
6 1530 South Side 33K 7800 2 2/8 2 3/8 -- 2 3;8 Y
7 B30 South Side 33K 7800 2 2/8 2 7/16 - 2 7/16 Y
8 1557 East Side 33K 7800 4 3/8 4 3/4 -- 4 3/4 Y
9 S57 East Side 33K 7800 4 3/8 4 3/4 - 4 3/4 Y
l0 B78 South Side 33K 7800 6 5 7/8 - 5 7/8 Y
11 S63 East Side 33K 7800 4 7/8 5 -- 5 Y
12 S62 East Side 33K 7800 4 3/4 5 1/8 - 5 1/8 Y
13 B62 East Side 33K 7800 4 3/4 5 1/8 -- 5 1/8 Y
14 S62 East Side 33K 7800 4 3/4 5 -- 5 Y
15 S62 East Side 33K 7800 4 3/4 4 7/8 -- 4 7/8 Y
16 S65 East Side 33K 7800 5 5 1/8 -- 5 1/8 Y
17 B65 East Side 33K 7800 5 5 1/4 -- 5 1/4 Y
18 S65 East Side 33K 7800 5 5 1i8 -- 5 1/8 Y
19 S61 East 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; 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. ~
;:\wpwin\reports\D7429-158-98\SH May 4, 1998
Rone Engineers, Inc. 11' Goodnight Lane Tel. (214) 241-4517
"Dallas. Texas Metro (214)263-1555 ineers
Dallas/Fort Wodh
75229 Fax (214) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page: 2 of 4
Report No: 3137-D7429-158 Sample Date: April 17, 1998
Client: 'Western Rim Services Report Date: May 4, 1998
Location: Building//9 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (I) End (2) Elongations Tolerance
20 S61 East Side 33K 7800 4 5/8 5 - 5 Y
21 B64 East Side 33K 7800 4 7/8 5 -- 5 Y
22 S64 East Side 33K 7800 4 7/8 5 I/8 - 5 1/8 Y
~ 564 East Sidc 33K 7800 4 7/8 5 1/8 - 5 1/8 Y
24 S62 East Side 33K 7800 4 3/4 5 - 5 Y
9_5 S64 East Side 33K 7800 4 7/8 5 - 5 Y
26 B64 East Side 33K 7800 4 7/8 5 -- 5 Y
27 S62 East Side 33K 7800 4 3/4 4 3/4 -- 4 3/4 Y
28 S62 East Side 33K 7800 4 3/4 5 -- 5 Y
29 B69 East Side 33K 7800 5 I/4 5 5/8 -- 5 5/8 Y
30 S69 East Side 33K 7800 5 1/4 5 1/2 -- 5 I12 Y
31 S69 East Side 33K 7800 5 1/4 5 1/2 -- 5 1/2 Y
32 S69 East Side 33K 7800 5 1;4 5 1/2 - 5 1/2 Y
33 B69 East Side 33K 7800 5 1/4 5 3/8 -- 5 3/8 Y
34 569 East Side 33K 7800 5 1/4 5 1/4 -- 5 I/4 Y
35 569 East Side 33K 7800 5 1/4 5 5i8 - 5 5i8 Y
36 S69 East Side 33K 7800 5 1/4 5 5/8 - 5 5i8 Y
37 S61 East Side 33K 7800 4 5/8 5 -- 5 Y
38 B32 East 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
LI~'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\D7429-146-98\SH May 4, 1998
Rone Engineers, Inc. 11;>'-" Goodnight Lane ." Tel. (972) 241-4517''-~ RoneEn ,ineers
Dallas.-'Fo~ 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-D7429-158 Sample Date: April 17, 1998
Client: Western Rim Services Report Date: May 4, 1998
Location: Building//9 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressur~ 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 North Side 33K 7800 4 5/8 4 5/8 - 4 5/8 Y
41 B61 North Side 33K 7800 4 5/8 5 - 5 Y
42 S70 North Side 33K 7800 5 3/8 5 3/4 -- 5 3/4 Y
43 S98 North Side 33K 7800 7 5/8 8 -- 8 Y
44 S101 North Side 33K 7800 7 7/8 8 -- 8 Y
45 SI01 North Side 33K 7800 7 7/8 8 1/8 - 8 1/8 Y
46 B75 North Side 33K 7800 5 3/4 6 - 6 Y
47 S102 North Side 33K 7800 7 7/8 8 1/4 -- 8 1i4 Y
48 5102 North Side 33K 7800 7 7/8 8 I/4 -- 8 1/4 Y
49 S102 North Side 33K 7800 7 7/8 8 1/4 -- 8 1/4 Y
50 B76 North Side 33K 7800 5 7/8 5 7/8 -- 5 7/8 Y
51 S98 North Side 33K 7800 7 5/8 7 1i2 - 7 1/2 Y
52 S98 North Side 33K 7800 7 5/8 7 1i2 -- 7 1/2 Y
53 S98 North Side 33K 7800 7 5/8 8 - 8 Y
54 S98 North Side 33K 7800 7 5i8 7 1i2 - 7 1/2 Y
55 S101 North Side 33K 7800 7 7/8 7 7/8 -- 7 7/8 Y
56 B74 North Side 33K 7800 5 3/'4 6 1/8 -- 6 I.'8 Y
57 Sl01 North Side 33K 7800 7 7/8 8 1/8 -- 8 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 Damron; C. D. Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided tbr 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.
,::\wpwin\reports~,D7429-146-98\SH May 4, 1998
Rone Engineers, Inc. 11 ?"~ Goodnight Lane Tel. RoneEnc ineers
Dallas/Fort Worth Dallas, Texas Metro (214) 263-1555
75229 Fax (214) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page: 4 of 4
Report No: 3137-D7429-158 Sample Date: April 17. 1998
Client: Western Rim Services Report Date: May 4, 1998
Location: Building//9 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
58 S101 North Side 33K 7800 7 7/8 8 -- 8 Y
59 Sl01 North Side 33K 7800 7 7/8 8 1/4 -- 8 I,:4 Y
60 B79 North Side 33K 7800 6 1/8 6 - 6 Y
61 S15 West Side 33K 7800 I I 118 -- I 1/8 Y
62 S27 North Side 33K 7800 2 2 -- 2 Y
63 S27 North Side 33K 7800 2 2 -- 2 Y
64 B27 North 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 Sen'ices
(1) Mr. Larry. Davis; City of Coppell
(1) Mr. Lee Stone; CiLy of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LRvlITATIONS: 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