Mansions Phase 1-LR 980504 (6) Rone Engineers, Inc. 1.>'"34 Goodnight Lane Tel. (972) 241-451~'''' RoneEnoineers
Dallas,-'Fon 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-D7429-145 Sample Date: April 8, 1998
Client: Western Rim Services Report Date: May 4, 1998
Location: Building #36 Technician: T. Duke
# Tendon Location ~ack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
1 B29 South Side 33K 7800 2 1/8 2 1/8 Y
2 S29 South Side 33K 7800 2 1/8 2 3/16 Y
3 S48 South Side 33K 7800 3 5/8 -- *See note
4 B30 South Side 33K 7800 2 2/8 2 1/8 Y
5 B30 South Side 33K 7800 2 2/8 2 1/4 Y
6 B30 South Side 33K 7800 2 2/8 2 I/4 Y
7 B30 South Side 33K 7800 2 2/8 2 3/16 Y
8 B57 South Side 33K 7800 4 3/8 4 1/2 Y
9 S57 South Side 33K 7800 4 3/8 4 9/16 Y
10 B78 South Side 33K 7800 6 5 1/2 Y
11 S63 South Side 33K 7800 4 7/8 5 1/16 Y
12 S62 East Side 33K 7800 4 3/4 4 3/4 Y
13 B62 East Side 33K 7800 4 3/4 5 Y
14 S62 East Side 33K 7800 4 3/4 4 7/8 Y
15 S62 East Side 33K 7800 4 3/4 4 7/8 Y
16 S65 East Side 33K 7800 5 5 1/8 Y
17 B65 East Side 33K 7800 5 5 1/4 Y
18 S65 East Side 33K 7800 5 -- *See note
19 S61 East Side 33K 7800 4 5/8 4 3/4 Y
Equipment iD: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: *Cable #3 - broke by cable #18 / *Cable #18 - dead end broke from concrete, is now set ~ 8" W inside slab.
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, pert~ormanc¢, etc.) or any other feature of similar sub. ieet matter provided by
persons or conditions over which we have no control. Our letters and reports are for thc exclusive use of the clients to whom they are
addressed.
¢:\wpwin\reports\D7429-145-98\SH May 4, 1998t'""~- ~
Rone Engineers, Inc. 1 ~"~4 Goo(:lnigh! Lane Tel. (972) 241-451-]-.`` ineers
Dallas:Fort 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-D7429-14S Sample Date: April 8, 1998
Client: Western Rim Services Report Date: May 4, 1998
Location: Building #36 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 East Side 33K 7800 4 5!8 4 3/4 Y
21 B64 East Side 33K 7800 4 7/8 5 Y
22 S64 East Side 33K 7800 4 7/8 5 1/4 Y
23 S64 East Side 33K 7800 4 7/8 5 Y
24 S62 East Side 33K 7800 4 314 5 1/4 Y
9_5 S64 East Side 33K 7800 4 7/8 5 1/2 Y
26 B64 East Side 33K 7800 4 7/8 5 Y
27 S62 East Side 33K 7800 4 3/4 4 7/8 Y
28 S62 East Side 33K 7800 4 3/4 4 3/4 Y
29 B69 East Side 33K 7800 5 1/4 5 I/8 Y
30 S69 East Side 33K 7800 5 1i4 5 1/4 Y
31 569 East Side 33K 7800 5 1/4 5 3/8 Y
32 S69 East Side 33K 7800 5 1/4 5 1/4 Y
33 B69 East Side 33K 7800 5 1/4 5 1/2 Y
34 S69 East Side 33K 7800 5 1/4 5 1/8 Y
35 S69 East Side 33K 7800 5 1/4 5 3/8 Y
36 S69 East Side 33K 7800 5 1/4 5 1/2 Y
37 S61 East Side 33K 7800 4 518 5 1/8 Y
38 B32 East Side 33K 7800 2 3/8 2 3/8 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
L~{rFATIONS: 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\D7429-145-98\SH May 4, 1998
none l~ng~neers? inc. 1 ,I.~34 Goodnight Lane ; Tel. (972) 241-451~ lineers
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-D7429-145 Sample Date: April 8, 1998
Client: Western Rim Services Report Date: May 4, 1998
Location: Building//36 Technician: T. Duke
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 532 East Side 33K 7800 2 3/8 2 5/16 Y
40 561 North Side 33K 7800 4 5/8 4 1/2 Y
41 B61 North Side 33K 7800 4 5/8 4 9;16 Y
42 S70 North Side 33K 7800 5 3/8 5 3/8 Y
43 598 North Side 33K 7800 7 5/8 7 3/8 Y
44 5101 North Side 33K 7800 7 7/8 8 1/4 Y
45 S101 North Side 33K 7800 7 7/8 8 Y
46 B75 North Side 33K 7800 5 3/4 6 Y
47 5102 North Side 33K 7800 7 7/8 8 1/2 Y
48 5102 North Side 33K 7800 7 7/8 8 1/2 Y
49 S102 North Side 33K 7800 7 7/8 8 Y
50 B76 North Side 33K 7800 5 7/8 5 3/4 Y
51 S98 North Side 33K 7800 7 5/8 7 5/8 Y
52 S98 North Side 33K 7800 7 5/8 7 9/16 Y
53 S98 North Side 33K 7800 7 5/8 7 3/4 Y
54 S98 North Side 33K 7800 7 5/8 7 5/8 Y
55 S101 North Side 33K 7800 7 718 8 Y
56 B74 North Side 33K 7800 5 3/4 5 5/8 Y
57 Sl01 North $ida 33K 7800 7 7/8 8 1/4 Y
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(i) Mr. Larry Davis; City of Coppell
(i) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LI3AITATIONS: 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 leuers and reports are for the exclusive use of the clients to whom they are addressed.
c:\wpwin\reports\D7429-145-98',SH May 4, 1998
Dal,as/Fort Worth Dallas1 Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page: 4 of 4
Report No: 3137-D7429-145 Sample Date: April 8, 1998
Client: Western Rim Services Report Date: May 4, 1998
Location: Building #36 Technician: T. Duke
# 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 1/8 Y
59 S101 North Side 33K 7800 7 7/8 7 3/4 Y
60 B79 Notnh Side 33K 7800 6 1/8 6 Y
61 S15 North Side 33K 7800 1 1 1116 Y
62 S27 North Side 33K 7800 2 2 1/16 Y
63 S27 North Side 33K 7800 2 2 Y
64 B27 North Side 33K 7800 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. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(i) Mr. Doyle Damron; C. D. Construction Consulting
LIMFrATIONS: 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