Mansions Phase 1-LR 981028 Rone Engineers. Ir,c. !127~ Goodnight Lane Tel. (972) 241-4517 - RoneEngineers
Oahas..'Fo¢. '¢,/oqh Dallas. Texas Metro (972) 263-155b
~ 75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By .The Lake Page 1 of 4
Report No: 3137-D7429-293 Sample Date: October 22, 1998
Client: Western Rim Services Report Date: October 28, 1998
Location: Building//13 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
1 S-59 NORTH SIDE 33K 5700 4 518 4 1/2 YES
2 B-59 NORTH SIDE 33K 5700 4 5/8 4 1/2 YES
3 5-68 NORTH SIDE 33K 5700 5 3/8 5 3/4 YES
4 S-96 NORTH SIDE 33K 5700 7 1/2 7 1/2 YES
5 S-98.6 NORTH SIDE 33K 5700 7 3/4 8 YES
6 $-98.6 NORTH SIDE 33K 5700 7 3/4 7 112 YES
7 B-73.6 NORTH SIDE 33K 5700 5 5/8 6 YES
8 S-100 NORTH SIDE 33K 5700 7 7/8 7 1/2 YES
9 S-100 NORTH SIDE 33K 5700 7 7/8 8 YES
10 S-100 NORTH SIDE 33K 5700 7 7/8 7 3/4 YES
Il B-73 NORTH SIDE 33K 5700 5 5/8 5 3/4 YES
12 S-96 NORTH SIDE 33K 5700 7 l/2 7 1/2 YES
13 S-96 NORTH SIDE 33K 5700 7 1/2 7 1/2 YES
14 S-96 NORTH SIDE 33K 5700 7 1/2 7 1/2 YES
15 S-96 NORTH SIDE 33K 5700 7 1/2 7 7/8 YES
16 S-98.6 NORTH SIDE 33K 5700 7 3/4 7 1/2 YES
17 B-71.6 NORTH SIDE 33K 5700 5 1/2 5 3/4 YES
18 S-98.6 NORTH SIDE 33K 5700 7 3/4 7 1/2 YES
19 S-98.6 NORTH SIDE 33K 5700 7 3/4 7 l/2 YES
Equipmem ID: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 10/16/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; City of Coppell
(I) 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 are
addressed.
c:\wpwin\reports\D7429-293-98\ST October 28, 1998 '~
FIone Engineers, Inc. ~ 1~, Goodnight Lane TeL ~972) 241-4517 ~ ineers
Da,las. gor~ Wo.Cm Dallas, Texas Metro (972) 263-!555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 2 of 4
Report No: 3137-D7429-293 Sample Date: October 22, 1998
Client: Western Rim Services Report Date: October 28, 1998
Location: Building #13 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongatiom End (1) End (2) Elongatiom Tolerance
20 S-98.6 NORTH SIDE 33K 5700 7 3/4 7 3/4 YES
21 B-76 NORTH SIDE 33K 5700 6 5 7/8 YES
22 S-12.6 WEST SIDE 33K 5700 7/8 1 YES
23 S-26 NORTH SIDE 33K 5700 2 I 15/16 YES
24 S-26 NORTH SIDE 33K 5700 2 2 YES
25 S-26 NORTH SIDE 33K 5700 2 2 YES
26 B-27 SOUTH SIDE 33K 5700 2 1/8 2 YES
27 S-27 SOUTH SIDE 33K 5700 2 1/8 2 1/16 YES
28 S-46 SOUTH SIDE 33K 5700 3 5/8 3 1/2 YES
29 B-27 SOLrfH SIDE 33K 5700 2 I/8 2 1/8 YES
30 B-27 Sou'rH SIDE 33K 5700 2 1/8 2 1/8 YES
31 B-27 SOUTH SIDE 33K 5700 2 1/8 2 3/16 YES
32 B-27 SOUTH SIDE 33K 5700 2 1/8 2 1/4 YES
33 S-55 EAST SIDE 33K 5700 4 1/4 4 YES
34 B-55 EAST SIDE 33K 5700 4 1/4 4 YES
35 B-65.5 SOUTH SIDE 33K 5700 5 1/8 5 YES
36 S-60.6 EAST SIDE 33K 5700 4 3/4 4 3/4 YES
37 S-59.6 EAST SIDE 33K 5700 4 5/8 4 5/8 YES
38 S-59.6 EAST SIDE 33K 5700 4 5/8 4 9/16 YES
Equipmem ID: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 10/16/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(I) Mr. Mike Hodge; 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 samptcs provided for tesdng. We assume no
responsibility, for variation in quality. (composition, appearance, performance, etc.) or any o~her 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\reporW..D7429-293-98'.ST October 28, 1998
Rone Engineers, Inc. 11 ~ Goodnight Lane Tel. (972) 24!-4517 -- ineers
Da,as. For1 VVo,!h ! Dallas. Texas bletro (972)~?lgq-l.~.~g=¢'
75229 Fax (972) 241 ~'-*
ELONGATION REPORT
Project: Mansions By The Lake Page 3 of 4
Report No: 3137-D7429-293 Sample Date: October 22, 1998
Client: Western Rim Services Report Date: October 28, 1998
Location: Building//13 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 B-59.6 EAST SIDE 33K 5700 4 5/8 4 5/8 YES
40 S-59.6 EAST SIDE 33K 5700 4 5/8 4 1/2 YES
41 S-62.6 EAST SIDE 33K 5700 4 7/8 5 3/8 YES
42 S-62.9 EAST SIDE 33K 5700 4 7/8 5 YES
43 B-62.9 EAST SIDE 33K 5700 4 7/8 5 YES
44 S-59 EAST SIDE 33K 5700 4 5/8 4 5/8 YES
45 S-59 EAST SIDE 33K 5700 4 5/8 4 7;8 YES
46 S-61.6 EAST SIDE 33K 5700 4 3/4 4 3/4 YES
47 B-61.6 EAST SIDE 33K 5700 4 3/4 5 YES
48 S-61.6 EAST SIDE 33K 5700 4 3/4 5 YES
49 S-59.6 EAST SIDE 33K 5700 4 5/8 4 5/8 YES
50 S-61.6 EAST SIDE 33K 5700 4 3/4 5 YES
51 S-61.6 EAST SIDE 33K 5700 4 3/4 5 1/$ YES
52 S-59.6 EAST SIDE 33K 5700 4 5/8 4 3/4 YES
53 S-59.6 EAST SIDE 33K 5700 4 5/8 4 3/4 YES
54 S-67 EAST SIDE 33K 5700 5 1/4 5 1/4 YES
55 B-67 EAST SIDE 33K 5700 5 1/4 5 1/4 YES
56 S-67 EAST SIDE 33K 5700 5 1/4 5 1/4 YES
57 S-67 EAST SIDE 33K 5700 5 1/4 5 1/8 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 10/16/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(I) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; 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:~.wpwimreports\D7429-293-98",ST October 28, 1998
Rone Engineers. Inc. 112~-4 Goodnight Lane Tel. (972) 241-4517 -- ineers
Oallas.-Fod Wort,~ Dallas. Texas Metro (972) 263-1555
75229 =ax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 4 of 4
Report No: 3137-D7429-293 Sample Date: October 22, 1998
Client: Western Rim Services Report Date: October 28, 1998
Location: Building #13 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
58 S-67 EAST SIDE 33K 5700 5 1/4 5 YES
59 B-67 EAST SIDE 33K 5700 5 I/4 5 1/4 YES
60 S-67 EAST SIDE 33K 5700 5 [/4 5 [/4 YES
61 S-67 EAST SIDE 33K 5700 5 1/4 5 YES
62 S-59 EAST SIDE 33K 5700 4 5/8 4 1/2 YES
63 S-29.6 EAST SIDE 33K 5700 2 1/4 2 3/8 YES
64 B-29.6 EAST SIDE 33K 5700 2 1/4 2 114 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 10/16/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(l) Mr. Mike Hodge; City of Coppell
(l) 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 an)' o'21er 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:'.w?win\reporcs\D7429-293-98\ST October 28, 1998