Mansions Phase 1-LR 980401 (4) Rone Engineers, Inc. ~ '~ _34 Goodnight Lane Tel. (972) 241-45. ineers
Dal,as/Foa Wort~ : 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-D7429-113 Sample Date: March 25, 1998
Client: Western Rim Services Report Date: April 1, 1998
Location: Building//45 Technician: Tim Duke
# Tendon Location Jack Fome Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
1 B-29 NORTH SIDE 33K 7800 2 1/$ 2 YES
2 S-29 NORTH SIDE 33K 7800 2 1/8 *See Note *See Note
3 S-48 NORTH SIDE 33K 7800 3 518 3 3/8 YES
4 1~-30 NORTH SIDE 33K 7800 2 2/8 2 1/4 YES
5 B-30 NORTH SIDE 33K 7800 2 2/8 2 1/8 YES
6 B-30 NORTH SIDE 33K 7800 2 2/8 2 3/16 YES
7 B-30 NORTH SIDE 33K 7800 2 2/8 2 1/8 YES
8 B-57 NORTH SIDE 33K 7800 4 3/8 4 9/16 YES
9 S-57 NORTH SIDE 33K 7800 4 3/8 4 !/4 YES
10 B-78 NORTH SIDE 33K 7800 6 5 5/8 YES
ll S-63 WEST SIDE 33K 7800 4 718 4 1/2 YES
12 S-62 WEST SIDE 33K 7800 4 3/4 4 3/4 YES
13 B-62 WEST SIDE 33K 7800 4 3/4 4 '//8 YES
14 S-62 WEST SIDE 33K 7800 4 3/4 5 YES
15 S-62 WEST SIDE 33K 7800 4 3/4 4 11/16 YES
16 S-65 WEST SIDE 33K 7800 5 5 YES
17 B-65 WEST SIDE 33K 7800 5 4 7/8 YES
I$ S-65 WEST SIDE 33K 7800 5 4 15/16 YES
19 S-61 WEST SIDE 33K 7800 4 5/8 4 7/8 YES
~quipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 5/13/97 ;
Comments: *CABLE//2, S-29, IS MISSING
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. Di Construction Consulting
LIMITATIONS: Thc 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 thc clients to whom they are
addressed.
c:\wpwin\reports~D7429-113-98~ST ! April 1, 1998 ~
Rone Engineers. Inc. 1. _34 Goodnight Lane Tel. (972) 241-45. RoneEngineers
Dallas/Fort Worth Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page 2 of 4
Report No: 3137-D7429-113 Sample Date: March 25, 1998
Client: Western Rim Services Report Date: April 1, 1998
Location: Building #45 Technician: Tim Duke
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (i) End (2) Elongations Tol.'mnc¢
20 S-61 WF. ST SIDE 33K 7800 4 518 4 1/2 YES
21 B-64 WEST SIDE 33K 7800 4 7/8 4 13/16 YES
22 S-64 W'EST SIDE 33K 7800 4 7/8 4 7/8 YES
23 S-64 WF3T SIDE 33K 7800 4 7/8 4 5/8 YES
24 S-62 V~.ST SIDE 33K 7800 4 314 4 5/8 YES
25 S-64 WE. ST SIDE 33K 7800 4 718 4 7/8 YES
26 B-64 V~r._.ST SIDE 33K 7800 4 7/8 5 1/]6 YES
27 S-62 WEST SIDE 33K 7800 4 3/4 4 5/8 YES
28 S-62 WEST SIDE 33K 7800 4 3/4 4 9/16 YES
29 B-69 WEST SIDE 33K 7800 5 1/4 5 I/8 YES
30 S-69 WEST SIDE 33K 7800 5 I/4 4 3/4 YES
31 S-69 WEST SIDE 33K 7800 5 I/4 5 YES
32 S-69 WEST SIDE 33K 7800 5 1/4 5 1/2 YES
33 B-69 WEST SIDE 33K 7800 5 I/4 5 7/16 YES
34 S-69 WEST SIDE 33K 7800 5 I/4 4 7/8 YES
35 S-69 WEST SIDE 33K 7800 5 1/4 4 7/8 YES
36 S-69 WEST SIDE 33K 7800 5 1/4 5 YES
37 $-61 WEST SIDE 33K 7800 4 5/8 4 7/16 YES
38 B-32 V~c_,ST SIDE 33K 7800 2 3/8 2 7/16 YES
Equipment It): Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 5/13/97
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
LIMTrATIONS: 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\D7429-113-98\ST April 1, 1998
Rone Engineers, Inc. 1._34 Goodnight Lane Tel. (972) 241-45', RoneEngineers
Dallas/Fod Worth 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-D7429-113 Sample Date: March 25, 1998
Client: Western Rim Services Report Date: April 1, 1998
Location: Building//45 Technician: Tim Duke
# Tendon Location .]ack Force Gauge Required Elongations Elongations Total Wilhin
No. (Kips) Pressure Elongations End (l) End (2) Elongations Tolerance
39 S-32 WE&'T SIDE 33K 7800 2 3/8 2 1/8 YES
40 S-61 SOUTH SIDE 33K 7800 4 518 5 YES
41 B-61 SOUTH SIDE 33K 7800 4 5/8 4 3/8 YES
42 S-70 SOUTH SIDE 33K 7800 5 3/8 5 1/2 YES
43 S-98 SOUTH SIDE 33K 7800 7 5/8 7 11/l 6 YES
44 S-10I SOUTH SIDE 33K 7800 7 7/8 7 3/4 YES
45 S-101 SOUTH SIDE 33K 7800 7 7/8 *See Not~ NO
46 B--?5 SOI. Y'I'I-I SIDE 33K 7800 5 314 5 7/8 'YES
47 S~102 SOUTH SIDE 33K 7800 7 718 7 7/8 *See Not~
48 S-102 SOUTH SIDE 33K 7800 7 7/8 8 1/8 YES
49 S-102 SOUTH SIDE 33K 7800 7 7/8 7 5/8 YES
50 B-76 SOUTH SIDE 33K 7800 5 7/8 6 1/8 YES
51 S-98 SOUTH SIDE 33K 7800 7 5/8 7 9/16 YES
52 S-98 SOUTH SIDE 33K 7800 7 5/8 7 3/4 YES
53 S-98 SOUTH SIDE 33K 7800 7 5/8 8 1/8 YES
54 S-98 SOUTH SIDE 33K 7800 7 5/8 7 3/4 YES
55 S-101 SOUTH SIDE 33K 7800 7 7/8 7 11/16 YES
56 B-74 SOUTH SIDE 33K 7800 5 3/4 5 9/16 YES
57 S-101 SOUTH SIDE 33K 7800 7 7/8 7 1/2 *See Note
.'"quipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 5/13/97
Comments: *Cable//57, S-101, was under pulled. After the repair, the dead end is now approximately lg" into slab from the
concrete edge. Total elongation is the new adjusted measure. *Cable t/45, S-101, is missing, plus, cable 1/47, S-102, was moved 30"
the West and is not in the Grade Beam as indicated on the Plans.
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
LIMITATIONS: The test results presented heroin 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 subjecl matter provided by
persons or conditions over which we have no conlrol. Our letters and reports arc for the exclusive use of the clients to whom they are
addressed.
c:gwpwin\repons\D7429-113-98\ST April I, 1998
Rone Engineers. Inc. 1 ,_34 Goodnight Lane Tel. (972) 241-45'1. ineers
Dallas/Foal 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-D7429-113 Sample Date: March 25, 1998
Client: Western Rim Services Report Date: April 1, 1998
Location: Building #45 Technician: Tim Duke
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations F. ad (I) End (2) Elongations Tolerance
58 S-101 SOUTH SIDE 33K 7800 7 7/8 7 3/4 YES
59 S-101 SOUTH SIDE 33K 7800 7 7/8 8 3/8 YES
60 B-79 SOUTH SIDE 33K 7800 6 1/8 6 1/8 YES
61 S-15 SOUTH SIDE 33K 7800 I I 1/16 YES
62 S-27 SOUTH SIDE 33K 7800 2 I 15/16 YES
63 S-27 SOUTH SIDE 33K 7800 2 I 7/8 YES
64 B-27 SOUTH SIDE 33K 7800 2 I 15/16 YES
~quipment ID: Ram No: 38077 Pump No: 380005 Gauge No: 38077
Equipment Calibration Date: 5/13/97
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
LIIvnTATIONS: The test results presented herein were prepared baaed 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 arc for the exclusive use of the clients to whom they arc
addressed.
c:\wpwin\reports\D7429-113-98\ST April 1. 1998