Mansions Phase 1-LR 980414 (04) Rone Engineers, Inc. 1._34 Goodnight Lane Tel. (972) 241-45,. RoneEngineers
Dallas/Fort Worm 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-D7429-148 Sample Date: April 9. 1998
Client: Western Rim Services Report Date: April 14, 1998
Location: Building #28 Technician: T. Duke
# Tendon Location Jack Fom¢ Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
1 B29 Norlh Side 33K 2 1/8 2 1/16 Y
2 S29 North Side 33K 2 1/8 2 1/8 Y
3 S48 North Side 33K 3 5/8 3 1/2 Y
4 B30 North Side 33K 2 2/8 2 1/2 Y
5 B30 North Side 33K 2 2/8 2 1/4 Y
6 B30 North Side 33K 2 2/8 2 1/2 Y
7 B30 North Side 33K 2 2/8 2 1/4 Y
8 B57 North Side 33K 4 318 4 I/~ Y
9 S57 North Side 33K 4 3/8 4 9/16 Y
10 B78 Notih Side 33K 6 5 5/8 Y
11 S63 We~t Side 33K 4 7/8 5 Y
12 S62 West Side 33K 4 3/4 5 Y
13 B62 West Side 33K 4 3/4 5 Y
14 S62 West Side 33K 4 3/4 4 7/8 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 5 Y
19 S61 West Side 33K 4 5/8 4 3/4 Y
Equipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 11/05/97
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City. of Copper
(1) Mr. Lee Stone; City of Copper
(1) 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 (;omposition, 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 alit
Rone Engineers, Inc. ! 1 _34 Goodnight Lane Tel. (972) 241-45, ineers
~ Dallas. Texas Metro (972) 263-1555
Dal~as/Forl Worlr~ ·
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page: 2 of 4
Report No: 3137-D7429-148 Sample Date: April 9, 1998
Client: Western Rim Services Report Date: April 14, 1998
Location: Building//28 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 5/8 4 3/4 Y
9-1 B64 West Side 33K 4 7/8 5 Y
22 S64 West Side 33K 4 7/8 5 Y
9-3 S64 West Side 33K 4 7/8 4 7/8 Y
24 S62 West Side 33K 4 3/4 4 7/8 Y
25 S64 West Side 33K 4 7/8 4 7/8 Y
26 B64 West Side 33K 4 7/8 5 Y
27 S62 West Side 33K 4 3/4 4 5/8 Y
28 S62 West Side 33K 4 3/4 4 3/4 Y
29 B69 West Side 33K 5 1/4 5 1/8 Y
30 S69 West Side 33K 5 1/4 5 Y
31 S69 West Side 33K 5 1/4 5 1/4 Y
32 S69 West Side 33K 5 1/4 5 1/8 Y
33 B69 West Side 33K 5 1/4 5 1/4 Y
34 S69 West Side 33K 5 1i4 5 Y
35 S69 West Side 33K 5 1/4 5 1/8 Y
36 S69 West Side 33K 5 1/4 5 1/4 Y
37 S61 West Side 33K 4 5/8 5 Y
38 B32 West Side 33K 2 3/8 2 1/2 Y
Equipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 11/05/97
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
L~ffFATIONS: 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\repons\D742998\SH April 14, 1998
Rone Engineers, Inc. 1 . _,4 Goodnight Lane Tel. (972) 241-45'1 ineers
Dallas.'Forl Wortl~ 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-D7429-148 Sample Date: April 9. 1998
Client: Western Rim Services Report Date: April 14, 1998
Location: Building//28 Technician: T. Duke
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (I) End (2) Elongations Tolerance
39 S32 West Side 33K 2 3/8 2 1/2 Y
40 S61 South Side 33K 4 5/8 4 5/8 Y
41 B61 South Side 33K 4 5/8 4 3/4 Y
42 S70 South Side 33K 5 3/8 5 1/2 Y
43 S98 South Side 33K 7 5/8 8 1/4 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 1/2 Y
47 S102 South Side 33K 7 7/8 8 Y
48 S102 South Side 33K 7 7/8 7 7/8 Y
49 S102 South Side 33K 7 7/8 7 7/8 Y
50 B76 South Side 33K 5 7/8 5 3/4 Y
51 S98 South Side 33K 7 5/8 8 Y
52 S98 South Side 33K 7 5/8 8 Y
53 S98 South Side 33K 7 5/8 8 Y
54 S98 South Side 33K 7 5/8 7 7/8 Y
55 S101 South Side 33K 7 7/8 8 Y
56 B74 South Side 33K 5 3/4 5 7/8 Y
57 S101 South Side 33K 7 7/8 7 1/2 Y
Equipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 11/05/97
Comments:
Distribution:
(I) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry. Davis; City of Coppell
(1) Mr. Lee Stone; Cid, 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 the)' are addressed.
c:\wpwin\reports\D742998\SH April 14, 1998