Mansions Phase 1-LR 981009 (3) Rone Engineers. Inc. 112 '~oodnight Lane Tel. (972) 241-4517 - RoneEngineers
Dal,as.'Fo¢. Wodn ! 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-D7429-247 Sample Date: September 17, 1998
Client: Western Rim Services Revised: October 9, 1998
Location: Building//21 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (I) End (2) Elongations Tolerance
i S-27 N E Side 33K 5500 2 1;8 2 1,"4 YES
2 B-27 East-West 33K .... .5500 2 1,'8 2 1/16 YES
3 S-46 East-West 33K 5500 3 5,:8 3 718 YES
4 B-27 East-West 33K 5500 2 i/8 2 1/2 YES
5 B-27 East-West 33K 5500 2 118 2 YES
6 B-27 East-West 33K 5500 2 I/8 2 1/8 YES
7 B-27 East-West 33K 5500 2 118 2 1/4 YES
8 S-55 N W Side 33K 5500 4 1/4 4 3/8 YES
9 B-65.6 North-South 33K 5500 4 1;4 4 1/4 YES
l0 S-60.6 North-South 33K 5500 5 1:8 5 3/8 YES
11 S-59.6 North-South 33K 5500 4 3/4 4 7/8 YES
12 B-59.6 North-South 33K 5500 4 3/4 4 5/8 YES
13 S-59.6 North-South 33K 5500 4 314 4 11/16 YES
14 S-59.6 North-South 33K 5500 4 5t8 4 7/16 YES
15 S-59.6 North-South 33K 5500 4 5/8 5 1/16 YES
16 S-62.6 North-South 33K 5500 4 7:8 5 YES
17 B-62.9 North-South 33K 5500 4 7/8 4 15/16 YES
18 B-62.9 North-South 33K 5500 4 7.:8 4 3/4 YES
19 S-59 North-South 33K 5500 4 5i8 4 7/8 YES
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 7/29/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; City of Coppell
(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
responsibiliB' for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided
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',reportsxD7429-247-98'.ST October 12, 1998
Rone Engineers, Inc. 112 '3oodnight Lane Tei. (972) 241-4517 RoneEn_qineers
Dahas.-'Forl Worn 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-D7429-247 Sample Date: September 17, 1998
Client: Western Rim Services Revised: October 9, 1998
Location: Building #21 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2~ Elongations Tolerance
20 S-59 33K 5500 4 5/8 4 1/2 YES
21 S-61.6 33K 5500 4 3/4 4 7/8 YES
22 S-61.6 33K 5500 4 3/4 4 3/4 YES
23 S-61.6 33K 5500 4 3/4 5 1/8 YES
24 5-59.6 33K 5500 5 5/8 5 1/16 YES
25 S-61.6 33K 5500 4 3/4 4 7/8 YES
26 S-61.6 33K 5500 4 3/4 4 7/8 YES
27 S-59.6 33K 5500 4 3/4 4 3/4 YES
28 S-59.6 33K 5500 4 5/8 5 YES
29 S-67 33K 5500 4 5/8 5 3/8 YES
30 B-67 33K 5500 5 1,'4 5 YES
31 S-67 33K 5500 5 114 5 1/4 YES
32 S-67 33K 5500 5 1/4 5 7/16 YES
33 $-67 33K 5500 5 1/4 5 YES
34 B-67 33K 5500 5 1/4 5 YES
35 S-67 33K 5500 5 1/4 5 3/8 YES
36 S-67 33K 5500 5 1/4 5 3/'16 YES
37 S-59 33K 5500 4 5/'8 4 3/4 YES
38 S-29.6 33K 5500 2 i[4 2 3/8 YES
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 7/29/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; CIE,' 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'.D7429-247-98'.ST October 12, 1998
Rone Engineers, Inc. 112 Goodnight Lane Tel. (972) 241-4517 ineers
Oa,las,'Fo~. WcC. h 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-D7429-247 Sample Date: September 17, 1998
Client: Western Rim Services Revised: October 9, 1998
Location: Building//21 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-29.6 33K 5500 2 1,'4 2 3!8 YES
40 S-59 S W Corner 33K ~--5500 4 5/8 4 3/4 YES
41 S-59 West-East 33K 5500 4 5/8 4 3/4 YES
42 S-68 West-East 33K 5500 5 3/8 5 3/4 YES
43 S-96 West-East 33K 5500 7 1/2 7 YES
44 S-98.6 West-East 33K 5500 7 3/4 7 1/2 YES
45 S-98.6 West-East 33K 5500 7 3/4 7 7/16 TES
46 B-73.6 West-East 33K 5500 5 5/8 5 3/4 YES
47 S-100 West-East 33K 5500 7 7/8 7 3/4 YES
48 S-100 West-East 33K 5500 7 7/8 7 1/2 YES
49 S-100 West-East 33K 5500 7 7/8 7 5/16 YES
50 B-73 West-East 33K 5500 5 5,'8 5 11/16 YES
51 S-96 West-East 33K 5500 7 1/2 7 3/16 YES
52 S-96 West-East 33K 5500 7 1/2 7 11/16 YES
53 S-96 West-East 33K 5500 7 1,'2 7 1/2 YES
54 S-96 West-East 33K 5500 7 1/2 7 1;2 YES
55 S-98.6 West-East 33K 5500 7 3/4 7 I...'4 YES
56 B-71.6 West-East 33K 5500 5 1/2 5 1/4 YES
57 S-98.6 West-East 33K 5500 7 3/4 7 1/4 YES
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 7/29/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. LarD, Davis; City of Coppell
(1) Mr. Mike Hodge; Cits.' 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
responsibfli~ 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 control. Our letters and reports are for the exclusive use of the clients to whom they are
addressed.
c:'.wpwin\report¢.D7429-247-98:.SI October 12, 1998
Rone Engineers. Inc. 11;- - Goodnight Lane Tel. (972) 241-4517 RoneEn ineers
Dal as;Fort, Wo'lh · 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-D7429-247 Sample Date: September 17, 1998
Client: Western Rim Services Report Date: October 12, 1998
Location: Building #21 Technician: R. Lovelady
'~ Tendon Location Jack ForceGauge Required Elongations Elongations Total Within
No. (Kips~ Pressure Elon~tions End (1) End (2) Elongations Tolerance
58 S-98.6 33K ~----5500 7 3/4 7 3/8 YES
59 S-98.6 33K 5500 7 3/4 7 I/2 YES
60 B-76 33K 5500 6 5 5/8 YES
61 S-12.6 33K 5500 7/8 7/8 YES
62 S-26 33K 5500 2 2 1/8 YES
63 S-26 33K 5500 2 2 1/8 YES
64 B-26 33K 5500 2 2 YES
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 7/29/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) 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
responsibilits.' for variation in qualib' (composmon, 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,D7429-24?-98~ST October 12. 1998