Mansions Phase 1-LR 981009 (5) Rone Engineers, Inc. 117'- Goodnight Lane Tel. (972) 241-4517 RoneEngineers
3al,as'~o~ worm Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5'~74
ELONGATION REPORT
Project: Mansions By The Lake Page 1 of 4
Report No: 3137-D7429-281 Sample Date: September 10, 1998
Client: Western Rim Services Revised: October 9, 1998
Location: Slab on Grade//19 Technician: K. Mustafa
# Tendon Locadon Jack Force Gauge Required Elongations Elongations Total Within
No. fKips') Pressure Elongations End (D End (2) Elongations Tolerance
1 S-26 South 33K 5500 2 1 7/8 YES
2 S-26 South 33K 5500 2 2 YES
3 S-26 South 33K 5500 2 2 YES
4 B-27 North 33K 5500 2 1/8 2 YES
5 S-27 North 33K 5500 2 1/8 2 1/8 YES
6 S-46 North 33K 5500 3 5/8 3 5/8 YES
7 B-27 North 33K 5500 2 1/8 2 YES
8 B-27 North 33K 5500 2 1/8 2 YES
9 B-27 North 33K 5500 2 1,-'8 2 1/4 YES
I0 B-27 North 33K 5500 2 1i8 2 YES
11 B-55 West 33K 5500 4 i/4 4 YES
12 S-55 West 33K 5500 4 1/4 4 1/4 YES
13 B-65.5 North 33K 5500 5 1/8 4 13/16 YES
14 S~0.6 West 33K 5500 4 3/4 4 9/16 YES
15 S-59.6 West 33K 5500 4 5/8 4 1;2 YES
16 S-59.6 West 33K 5500 4 5/8 4 3/4 YES
17 S-59.6 West 33K 5500 4 5/8 4 3/4 YES
18 S-59.6 West 33K 5500 4 5/8 4 3/4 YES
19 S-62.6 West 33K 5500 4 7/8 4 3/4 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 940375
Equipment Calibration Date: 8/24/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(I) Mr. LarD' 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
responsibiii~,' for variation in quali~: (composition. appearance, performance, etc. } or any other feature of similar subject matter provided by
persons or conditions over which we have no conu-ol. Our letters and reports are for the exclusive use of the clients to whom they are
addressed.
c:'..wpwin~reports~.D7429-281-98'.ST October 13. 1998
Rone Engineers, Inc. 117- Goodnight Lane Tel. (972) 241-45! 7 RoneEn ineers
3a,~as. Fo,~ ',','c~h 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-D7429-281 Sample Date: September 10, 1998
Client: Western Rim Services Revised: October 9, 1998
Location: Slab on Grade//19 Technician: K. Mustafa
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. fKips') Pressure Elongations End (1) End f2) Elongations Tolerance
20 S-62.9 West 33K 5500 -; 7/8 4 3/4 YES
21 B-62.9 West 33K ~-'~500 4 7/8 4 3;4 YES
22 S-59 West 33K 5500 4 5/8 4 1/2 YES
23 S-59 West 33K 5500 4 5/8 4 1/2 YES
24 B-61.6 West 33K 5500 4 3/4 4 3/'4 YES
25 S-61.6 West 33K 5500 4 3/4 4 3/4 YES
26 S-61.6 West 33K 5500 4 3/4 4 7/8 YES
27 S-59.6 West 33K 5500 4 5/8 4 3/4 YES
28 S-61.6 West 33K 5500 4 3/4 4 3/4 YES
29 B-61.6 West 33K 5500 4. 3/4 4 1..'2 YES
30 S-59.6 West 33K 5500 4 5/8 4 1/2 YES
31 S-59.6 West 33K 5500 4 5,'8 4 3/4 YES
32 B-67 West 33K 5500 5 1/4 5 YES
33 S-67 West 33K 5500 5 1/4 5 YES
34 S-67 West 33K 5500 5 1/4 5 YES
35 S-67 West 33K 5500 5 1/4 5 YES
36 B-67 West 33K 5500 5 1/4 5 YES
37 S-67 West 33K 5500 5 1/4 5 YES
38 S-67 West 33K 5500 5 1;4 5 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 940375
Equipment Calibration Date: 8/24/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Lar~ 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
responsibili~' 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'~D7429-281-98~,ST October 13, 1998
Rone Engineers, Inc. 11'- .... Goodnight Lane Tel. (972) 241-4517 RoneEngineers
Oa~ias.'Fo¢, Worn Dallas, Texas Metro (972) 263-1555
"Ci ~
75229 Fax t~72) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 3 of 4
Report No: 3137-D7429-281 Sample Date: September 107 1998
Client: Western Rim Services Revised: October 9, 1998
Location: Slab on Grade//19 Technician: K. Mustafa
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. fKips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 S-67 West 33K _ _.5500 5 114 5 1/8 YES
40 S-59 West 33K 5500 4 5/8 4 1;2 YES
41 B-29.6 West 33K 5500 2 I/4 2 I/8 YES
42 S-29.6 West 33K 5500 2 I/4 2 1/8 YES
43 S-59 South 33K 5500 4 5/8 4 1,'2 YES
44 B-59 South 33K 5500 4 5/8 4 1/2 YES
45 S-68 South 33K 5500 5 3/8 5 1/4 YES
46 S-96 South 33K 5500 7 i/2 71/4 YES
47 S-98.6 South 33K 5500 7 3;4 7 3/8 YES
48 S-98.6 South 33K 5500 7 3/4 7 3/8 YES
49 B-73.6 South 33K 5500 5 5/8 5 1;2 YES
50 S-tO0 South 33K 5500 7 718 7 1/2 YES
51 S-100 South 33K 55OO 7 7/8 7 1/2 YES
52 S-1OO South 33K 5500 7 7/8 7 3,'8 YES
53 B-73 South 33K 55OO 5 5/8 5 3/4 YES
54 S-96 South 33K 55OO 7 1/2 7 YES
55 S-96 South 33K 55OO 7 I/2 7 YES
56 S-96 South 33K 5500 7 I;'2 7 1/8 YES
57 S-96 South 33K 5500 7 1/2 8 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 940375
Equipment Calibration Date: 8/24/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons: Western Rim Services
(I) Mr. Larw Davis; City of Coppell
(1) Mr. Mike Hodge; CiD' of Coppell
(1) Mr. Tony Martin; Ne~?ort 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
responsibili~' for variation in qualiD' ~'composition. appearance, performance, etc.i 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',D7429-281-98\ST October 13, 1998
Rone Engineers, Inc.. 11 ~ ~. Goodnight Lane Tel. (972)241-45i--- Rone En jl l
Da.las.-For: Wort. n 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-D7429-281 Sample Date: September 10, 1998
Client: Western Rim Services Revised: October 9, 1998
Location: Slab on Grade//19 Technician: K. Mustafa
# Tendon Location Jack Force Gauge Required Elongations Elongations I Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
58 S-98.6 South 33K 5500 7 3/4 7 3/16 YES
59 B-71.6 South 33K 5500 5 1.:2 5 1/2 YES
60 S-98.6 South 33K 5500 7 3/4 7 1/2 YES
61 S-98.6 South 33K 5500 7 3/4 7 1/2 YES
62 S-98.6 South 33K 5500 7 3/4 7 1/2 YES
63 B-76 South 33K 5500 6 5 9/16 YES
64 S-12.6 East 33K 5500 7/8 t YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 940375
Equipment Calibration Date: 8/24/98
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 samples provided for testing. We assume no
respons~bilib' for variation in qualib' (composition. appearance, performance, etc..~ or any other feature of similar subject matter provided by
~rsons 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.
;:".wpwin'-.reports~.D7429-281-98\ST Octo~r 13, 1998