Mansions Phase 1-LR 980414 (05) Rone Engineers. Inc. i - 34 Goodnight Lane Tel. (972) 241-45 RoneEngineers
· Dal~as.,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-D7429-137 Sample Date: April 7. 1998
Client: Western Rim Services Report Date: April 14, 1998
Location: Building//34 Technician: T. Duke
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End ('2) Elongations Tolerance
1 B29 West Side 33K 2 1/8 2 1/8 Y
2 S29 West Side 33K 2 1/8 2 3/16 Y
3 S48 West Side 33K 3 5/8 3 1/2 Y
4 B30 West Side 33K 2 2/8 2 1/4 Y
5 B30 West Side 33K 2 2/8 2 1/4 Y
6 B30 West Side 33K 2 2/8 2 1/8 Y
7 B30 West Side 33K 2 2/8 2 1/4 Y
8 B57 West Side 33K 4 3/8 4 1/2 Y
9 S57 West Side 33K 4 3/8 4 3/8 Y
10 B78 West Side 33K 6 5 3/4 Y
11 S63 South Side 33K 4 7/8 4 3/4 Y
12 S62 South Side 33K 4 3/4 4 7/8 Y
13 B62 South Side 33K 4 3/4 5 Y
14 S62 South Side 33K 4 3!4 4 3/4 Y
15 S62 South Side 33K 4 3/4 4 7/8 Y
16 S65 South Side 33K $ 5 Y
17 B65 South Side 33K 5 5 1/8 Y
18 S65 South Side 33K 5 4 3/4 Y
19 S61 South Side 33K 4 5/8 4 3/4 Y
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Lari7 Davis; City of Coppell
(1) Mr. Lee Stone; City of Copper
(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 assumc 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\D7429-13798\SH April 14~, 1998
IRene Engineers, Inc. 1 34 Goodnight Lane Te!. (972)241-45 RoneEngineers
Dallas.'Forl Worth 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-D7429-137 Sample Date: April 7, 1998
Client: Western Rim Services Report Date: April 14, 1998
Location: Building #34 Technician: T. Duke
# Tendon Location Jack Force Gauge Required Elongations Elongations To~al Within
No. (Kips) Pressure Elongations End (1) End 6) Elongations Tolerance
20 561 South Side 33K 4 518 4 9/16 Y
21 B64 South Side 33K 4 7/8 5 Y
22 S64 South Side 33K 4 7/8 4 3/4 Y
23 S64 South Side 33K 4 7/8 4 7/8 Y
24 S62 South Side 33K 4 3/4 4 7/8 Y
25 S64 South Side 33K 4 7/8 4 3/4 Y
26 B64 South Side 33K 4 7/8 4 7/8 Y
27 S62 South Side 33K 4 3/4 4 3/4 Y
25 $62 South Side 33K 4 3/4 4 7/8 Y
29 B69 South Side 33K 5 1/4 5 1/8 Y
30 S69 South Side 33K 5 1/4 5 1/4 Y
31 S69 South Side 33K 5 1/4 5 1/4 Y
32 569 South Side 33K 5 1/4 5 1/16 Y
33 B69 South Side 33K 5 1/4 5 3/8 Y
34 S69 South Side 33K 5 1/4 5 1/4 Y
35 569 South Side 33K 5 114 5 112 Y
36 S69 South Side 33K 5 1/4 5 Y
37 S61 South Side 33K 4 5/8 5 Y
38 B32 South Side 33K 2 3/8 2 1/4 Y
Equipment ID: Ram No: Pump No: Gauge No:
Equipment CaIibration 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
LNdFFATIONS: The test results presemed herein were prepared based upon the specific samples provided for testing. We assume no responsibiliLv for variation in
quality (composition, appearance, performance, etc.) or any other feature of similar subject rnat~er provided by persons or conditions over which we have no control.
Our leuers and reports are for the exclusive use of the eliems to whom they are addressed.
c:\wpwin\reports\D7429-13798\SH April 14, 1998
Rone Engineers, Inc. 34 Goodnight Lane Tel. (972) 241-45 RoneEn_qineers
Dallas/Foe Worln Dallas1 Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page: 3 of 4
Report No: 3137-D7429-137 Sample Date: April 7, 1998
Client: Western Rim Services Report Date: April 14, 1998
Location: Building #34 Technician: T. Duke
# Tendon Location Jack Fome Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 S32 South Side 33K 2 3/8 2 3/8 Y
40 S61 East Side 33K 4 5/8 5 Y
41 B61 East Side 33K 4 5/8 4 5/8 Y
42 S70 East Side 33K 5 3/8 5 1/2 Y
43 S98 East Side 33K 7 518 7 112 Y
44 Sl01 East Side 33K 7 7/8 8 Y
45 S101 East Side 33K 7 7/8 7 3/4 Y
46 B75 East Side 33K 5 3/4 5 7/8 Y
47 S102 East Side 33K 7 7/8 8 Y
48 S102 East Side 33K 7 7/8 8 1/16 Y
49 S102 East Side 33K 7 7/8 7 3/4 Y
50 B76 East Side 33K 5 7/8 5 7/8 Y
51 S98 East Side 33K 7 5/8 7 1/4 Y
52 S98 East Side 33K 7 5/8 7 1/2 Y
53 S98 East Side 33K 7 5/8 7 3/4 Y
54 S98 East Side 33K 7 5/8 7 5/8 Y
55 S101 East Side 33K 7 7/8 8 1/4 Y
56 B74 East Side 33K 5 3/4 5 7/8 Y
57 S101 East 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; 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\D7429-13798\SH April 14, 1998
Rone Engineers, Inc. ' ' 34 Goodnight Lane Tel. (972) 241-45 RoneEncfineers
Dallas/Forl Wortr- 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-D7429-137 Sample Date: April 7. 1998
Client: Western Rim Services Report Date: April 14, 1998
Location: Building//34 Technician: T. Duke
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (I) End (2) Elongations Tolerance
58 il01 East Side 33K 7 7/8 8 Y
59 S101 East Side 33K 7 7/8 7 3/4 Y
60 B79 East Side 33K 6 1/8 6 Y
61 S15 East Side 33K I I Y
62 S27 East Side 33K 2 2 Y
63 S27 East Side 33K 2 2 Y
64 B27 East 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. lan')' 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