Mansions Phase 1-LR 980422 (5) Rone Engineers, Inc. ~".34 Goodnight Lane Tel. (972) 241-4.r
Dallas/Fort Worth 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-D7429-161A Sample Date: April 17, 1998
Client: Western Rim Services Report Date: April 22, 1998
Location: Building//41 Technician: Mike Fuller
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. ('Kips) Pressure Elongations End (i) End (2) Elongations Tolerance
1 B-29 NORTH SIDE 33K 2 1/8 2 1/$ YES
2 S-29 NORTH SIDE 33K 2 1/8 2 I/4 YES
3 S-48 NORTH SIDE 33K 3 5/$ 3 5/8 YES
4 B-30 NORTH SIDE 33K 2 2/8 2 5/8 YES
5 B-30 NORTH SIDE 33K 2 2/8 2 1/2 YES
6 B-30 NORTH SIDE 33K 2 2/8 2 1/2 YES
7 B-30 NORTH SIDE 33K 2 2/8 2 1/2 YES
$ B-57 '~EST SIDE 33K 4 3/8 4 1/8 YES
9 S-57 ~ SIDE 33K 4 3/8 BROKEN CABLE 3 1/2 NO**
10 B-78 SOUTH SIDE 33K 6 5 1/2 YES
11 S-63 '*~'EST SIDE 33K 4 7/$ 5 YES
12 S-62 V~.ST SIDE 33K 4 3/4 5 YES
13 B-62 WEST SIDE 33K 4 3/4 5 YES
14 S-62 WEST SIDE 33K 4 3/4 5 YES
15 S-62 WEST SIDE 33K 4 3/4 5 YES
16 $-65 WEST SIDE 33K 5 5 1/8 YES
17 B-65 WEST SIDE 33K 5 5 1/4 YES
Ig S-65 WEST SIDE 33K 5 5 YES
19 S-61 WEST SIDE 33K 4 5/8 6 + NO *
~quipm~nt ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: *SHORT, + LONG, POSSIBLE UNDER PULL; **BROKEN CABLE
Distribution:
(1) Mr. Richard E. Simmons; We. stem Rim Services
(I) Mr. Larry Davis; City of Coppell
(1) Mr. Le~ 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 leuers and reports are for the exclusive use of the clients to whom they arc
addressed. ~
c :\wpwin\reports\D7429-161 A-98\ST Revised Aprll 22, 1998
p.o.Q ~_~mi~r~. I~e. 34 GoodnicJht Lane TeL (972} 241-4E
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-D7429-161A Sample Date: April 17, 1998
Client: Western Rim Services Report Date: April 22, 1998
Location: Building #41 Technician: Mike Fuller
# Tendon Location Jack Force Gauge Required Elongations Elongations Toufl Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
20 S-61 WF..ST SIDE 33K 4 518 5 YES
21 !t-64 WEST SIDE 33K 4 7/8 5 1/8 YES
22 S-64 WEST SIDE 33K 4 718 5 1/8 YES
23 S-64 WEST SIDE 33K 4 7/8 5 YES
24 S-62 WEST SIDE 33K 4 3/4 5 1/4 YES
25 S-64 WEST SIDE 33K 4 7/8 5 1/4 YES
26 B-64 WFz~T SIDE 33K 4 718 5 YES
27 S-62 WEST SIDE 33K 4 3/4 5 YES
28 S-62 WEST SIDE 33K 4 3/4 5 YES**
29 B-69 WF_.~T SIDE 33K 5 1/4 5 1/2 YES
30 S-69 WE. ST SIDE 33K 5 114 5 1/2 YES
31 S-69 W~ST SIDE 33K 5 114 5 1/2 YES
32 S-69 WEST SIDE 33K 5 1/4 5 5/g YES
33 B-69 WE.qT SIDE 33K 5 1/4 5 3/4 YES
34 S-69 WEST SIDE 33K 5 1/4 5 3/4 YES
35 S-69 WEST SIDE 33K 5 114 5 1/2 YES
36 S-69 WEST SIDE 33K 5 1/4 5 1/2 YES
37 S-6I WEST SIDE 33K 4 518 4 7/8 YES
38 B-32 WF.3T SIDE 33K 2 3/8 2 3/8 YES**
_:quipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: *SHORT, + LONG, POSSIBLE UNDER PULL; **REPULLED
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) 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
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 o~er feature of similar subject maUer 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\D7429-161A-98\ST Revised April 22, 1998
Rone Engineers, Inc. ~734 Goodnight Lane i Tel. (972) 241-4 '~ ineers
Dallas!Forl 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-D7429-161A Sample Date: April 17, 1998
Client: Western Rim Services Report Date: April 22, 1998
Location: Building #41 Technician: Mike Fuller
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 S-32 WEST SIDE 33K 2 3/8 2 3/8 YES
40 S-61 SOUTH SIDE 33K 4 5/8 4 1/2 YES
41 B-61 SOUTH SIDE 33K 4 5/g 4 YES**
42 S-70 SOUTH SIDE 33K 5 3/g 5 3/4 YES
43 S-98 SOUTH SIDE 33K 7 5/8 $ YES
44 S-101 SOUTH SIDE 33K 7 7IS $ 1/16 YES
45 S-101 SOUTH SIDE 33K 7 '7/8 $ YES
46 B-75 SOUTH SIDE 33K 5 3/4 6 YES
47 S-102 SOUTH SIDE 33K 7 7/8 7 7/8 YES
48 S-102 SOUTH SIDE 33K 7 7/8 8 YES
49 S-102 SOUTH SIDE 33K 7 7/8 7 7/8 YES
50 B-76 SOUTH SIDE 33K 5 7/8 5 3/4 YES
51 S-98 SOUTH SIDE 33K 7 5/8 7 3/4 YES
52 S-98 SOUTH SIDE 33K 7 5/8 7 3/4 YES
53 S-98 SOUTH SIDE 33K 7 5/8 8 1/16 YES
54 S-98 SOUTH SIDE 33K 7 5/8 7 3/4 YES
55 S-101 SOUTH SIDE 33K 7 7/8 8 YES
56 15-74 SOUTH SIDE 33K 5 3/4 6 YES
57 S-101 SOUTH SIDE 33K 7 7/8 S YES
~-quipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: *SHORT; **REVISED
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 Darnron; 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 nnd reports are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-161A-98\ST Revised April 22, 1998
Rone Engineers, Inc. ~.34 Goodnight Lane Tel. (972)241-4 RoneEnoineers
Da,as/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-D7429-161A Sample Date: April 17, 1998
Client: Western Rim Services Report Date: April 22, 1998
Location: Building//41 Technician: Mike Fuller
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (I) End (2) Elongations Tolerance
$8 S-101 SOUTH SIDE 33K 7 7/8 8 3/4
59 S-101 SOUTH SIDE 33K 7 7/8 8
60 B-79 EAST SIDE 33K 6 1/8 7 1/$
61 S-IS EAST SIDE 33K 1 2
62 S-27 EAST SIDE 33K 2 2
63 S-27 EAST SIDE 33K 2 2
64 B-27 EAST SIDE 33K 2 2
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: * + LONG, POSSIBLE UNDER PULL
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(I) 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. Wc assume no
responsibility for variation in quality (composition, appearnnce, 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\D7429-161A-98~ST Revised April 22, 1998