Mansions Phase 1-LR 980331 (5) Da,la$/Forl Worlr~ Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page 1 of 4
Report No: 3137-D7429-112 Sample Date: March 24, 1998
Client: Western Rim Services Report Date: March 31, 1998
Location: Building//4 Technician: Rusty Crowder
// Tendon Location lack Force Gauge Required Elongations Elongations Total Within
No. (l(Jps) Pressure Elongations End (1) Emi (2) Elongations Tolerance
I B-29 EAST SIDE 33K 7800 2 1/8 2 1/8 YES
2 S-29 EAST SIDE 33K 7800 2 I/8 2 1/8 YES
3 S--48 EAST SIDE 33K 7800 3 5/8 3 7/8 YES
4 B-30 EAST SIDE 33K 7800 2 2/8 2 3/16 YES
5 B-30 EAST SIDE 33K 7800 2 2/8 2 2/8 YES
6 B-30 EAST SIDE 33K 7800 2 2/8 2 1/8 YES
7 B-30 EAST SIDE 33K 7800 2 ~8 2 2/8 YES
8 B-57 EAST SIDE 33K 7800 4 3/8 4 3/8 YES
9 S-57 EAST SIDE 33K 7800 4 3/8 4 1/2 YES
I0 B-78 EAST SIDE 33K 7800 6 5 1/2 YES
11 S-63 SOUTH SIDE 33K 7800 4 7/8 4 5/8 YES
12 S-62 SOUTH SIDE 33K 7800 4 3/4 4 3/4 YES
i:3 B-62 SOUTH SIDE 33K 7800 4 3/4 4 3/4 YES
14 S-62 SOUTH SIDE 33K 7800 4 3/4 4 7/8 YES
15 S-62 SOUTH SIDE 33K 7800 4 3/4 4 7/8 YES
16 S-65 SOUTH SIDE 33K 7800 5 5 YES
17 B-65 SOUTH SIDE 33K 7800 5 5 YES
18 S-65 SOUTH SIDE 33K 7800 5 5 YES
19 S-61 SOUTH SIDE 33K 7800 4 5/8 4 3/4 YES
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 thc 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 eondltions over which we have no control. Our letters and reporls are for th,' exclusive use offthe clients to whom they are
addressed. ~'~
c:\wpwin\reporls\D7429-112-98\ST April 8, 1998
Rone Engineers. Inc. 11~''~ Goodnight Lane : Tel. (972) 241-4517'-" RoneEncfineers
Dallas/Fort Worth Dallas. Texas Metro (972) 263-1555 il
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page 2 of 4
Report No: 3137-D7429-1 12 Sample Date: March 24, 1998
Client: Western Rim Services Report Date: March 31, 1998
Location: Building #4 Technician: Rusty Crowder
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
20 S-61 SOUTH SIDE 33K 7800 4 5/8 4 3/4 YES
21 B-64 SOUTH SIDE 33K 7800 4 7/8 5 YES
22 S-64 SOUTH SIDE 33K 7800 4 7/8 5 1/8 YES
23 S-64 SOUTH SIDE 33K 7800 4 7/8 5 1/8 YES
24 S-62 SOUTH SIDE 33K 7800 4 3/4 5 1/4 YES
25 S-64 SOUTH SIDE 3BK 7800 4 7/8 5 1/8 YES
26 B-64 SOUTH SIDE 33K 7800 4 7/8 5 1/4 YES
27 S-62 SOUTH SIDE 33K 7800 4 314 5 1/4 YES
28 S-62 SOUTH SIDE 33K 7800 4:3/4 4 3/4 YES
29 B-69 SOUTH SIDE 33K 7800 5 I/4 4 3/4 YES
:30 S--69 SOUTH SIDE 33K 7800 5 1/4 5 1/2 YES
31 S-69 SOUTH SIDE 33K 7800 5 I/4 5 1/2 YES
32 S-69 SOUTH SIDE 33K 7800 5 1/4 5 3/8 YES
33 B-69 SOUTH SIDE 3BK 7800 5 I/4 5 3/8 YES
:34 S-69 SOUTH SIDE 3:3K 7800 5 1/4 5 5/8 YES
:35 S-69 SOUTH SIDE :3:3K 7800 5 1/4 5 1/16 YES
36 S-69 SOUTH SIDE 33K 7800 5 1/4 5 1/8 YES
37 S-61 SOUTH SIDE 33K 7800 4 5/8 4 5/8 YES
:38 B-:32 SOUTH SIDE 3:3K 7800 2 3/8 2 1/8 YES
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
(i) Mr. Lee Stone; City of Coppell
(i) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LIMrrATIONS: 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\D7429-112-98\ST April 8, 1998
; Rone Engineers, Inc. : 1 l'~'t Goodnight Lane Tel. (972) 241-451 .-"-" ineers
Dallas/Eon Wort~ Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page 3 of 4
Report No: 3137-D7429-112 Sample Date: March 24, 1998
Cliem: Western Rim Services Report Date: March 31, 1998
Location: Building #4 Technician: Rusty Crowder
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. ('Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 5-32 SOUTH SIDE 33K 7800 2 3/8 2 I~ YES
40 5-61 WEST SIDE 33K 7800 4 5/8 4 3/4 YE~
41 B-61 WEST SIDE 33K 7800 4 5/8 4 3/4 YES
42 S-70 WEST SIDE 33K 7800 5 3/8 5 1/2 YES
43 5-98 WE3T SIDE 33K 7800 7 518 7 1/2 YES
44 S-101 WF..ST SIDE 33K 7800 7 7/8 8 3/8 YES
45 S-101 WF, ST SIDE 33K 7800 7 7/8 8 YES
46 B-75 WEST SIDE 33K 7800 5 3/4 5 1/2 YES
47 S-102 WEST SIDE 33K 7800 7 7/8 8 1/4 YES
48 5-102 WEST SIDE 33K 7800 7 7/8 8 1/2 YES
49 5-102 WE, ST SIDE 33K 7800 7 7/8 8 5/8 YES
50 B-76 WEST SIDE 33K 7800 5 7/8 5 3/4 YES
51 5-98 WEST SIDE 33K 7800 7 5/8 7 3/4 YES
52 S-98 WEST SIDE 33K 7800 7 5/8 7 7/8 YES
53 S-98 WEST SIDE 33K 7800 7 5/8 7 3/4 YES
54 S-98 WEST SIDE 33K 7800 7 5i8 8 YES
55 S-101 WEST SIDE 33K 7800 7 7/8 7 1/2 YES
56 B-74 WF_3T SIDE 33K 7800 5 3/4 5 3/4 YES
57 5-101 WEST SIDE 33K 7800 7 7/8 8 1/8 YES
t:quipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments:
Distribution:
(I) Mr. Richard E. Simmons; We, stem 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 [nauer provided by
persons or conditions over which we have no control. Our letters and reports are for the exclusive uso of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-112-98\ST April 8, 1998
R°ne Engineers'lnc' ' l~"-"t G°°anlgntLane ' Tel' [972) 24'~-45'~-"~'~ Ro E n
Dallas/Fort Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page 4 of 4
Report No: 3137-D7429-112 Sample Date: March 24, 1998
Client: Western Rim Services Report Date: March 31, 1998
Location: Building #4 Technician: Rusty Crowder
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pr~ssur~ Elongations End (1) F. ad (2) Elongations Tolerance
58 S-101 WF_.~T SIDE 33K 7800 7 7/8 8 1/4 YES
59 S-101 WEST SIDE 33K 7800 7 7/8 8 YES
60 B-79 WEST SIDE 33K 7800 6 1/8 6 I/4 YES
61 S-15 WEST SIDE 33K 7800 I 15/16 YES
62 S-27 WEST SIDE 33K 7800 2 2 YES
63 S-27 WEST SIDE 33K 7800 2 2 YES
64 B-27 WEST SIDE 33K 7800 2 1 7/8 YES
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; 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\D7429-112-98\ST April 8, 1998