Mansions Phase 1-LR 981009 (4) Rone Engineers. Inc. 112-- ooO,,g ,,a,e Te,. ( 72) - RoneEngineers
Dal,as.'Fo,q Worlr' 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 20 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within i
No. (Kips) Pressure Elongations End (1) End (2'~ Elongations Tolerance
I
1 S-27 SW Corner 33K 5500 2 1;8 2 1:'4 YES
2 B-27 WEST 33K 5500 2 1;8 2 1;8 YES
3 S-46 WEST 33K 5500 3 5/8 3 3;4 YES
4 B-27 WEST 33K 5500 2 1/8 2 1/8 YES
5 B-27 WEST 33K 5500 2 1,'8 2 YES
6 B-27 WEST 33K 5500 2 1;8 2 YES
7 B-27 WEST 33K 5500 2 1;8 2 3/16 YES
8 S-55 SE Corner 33K 5500 4 1;4 4 1/4 YES
9 B-55 SOLrrH 33K 5500 4 1/4 4 3/16 YES
10 B45.5 SOLrl'H 33K 5500 5 1/8 4 7/8 YES
11 S-60.6 SOUTH 33K 5500 4 3/4 4 9/16 YES
12 S-59.6 SOUTH 33K 5500 4 5/8 5 YES
13 B-59.6 SOUTH 33K 5500 4 5/8 4 9/16 YES
14 S-59.6 SOUTH 33K 5500 4 5/8 4 5.."8 YES
15 S-59.6 SOUTH 33K 5500 4 5/8 4 5/8 YES
16 S-62.6 SOUTH 33K 5500 4 7/8 4 7/8 YES
17 S-62.9 SOUTH 33K 5500 4 7/8 5 3116 YES
18 B-62.9 SOLrrH 33K 5500 4 7;8 4 13/16 YES
19 S-59 SOUTH 33K 5500 4 5/8 4 3i4 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
responsibility for variation in quality tcomposition, 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
Roue Engineers. Inc. 11' Goodnight Lane Tel. (972) 241-4517 RoneEn_qineers
Da,,as:'Forl, Worth Dallas. Texas Metro (972) 263-1555 i
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 20 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips~ Pressure Elongations End (I) End (2) Elongations Tolerance
20 S-59 SOUTH 33K 5500 4 5/8 4 5/8 YES
21 S-61.9 SOUTH 33K 5500 4 3/4 4 3/4 YES
22 B-61.6 SOUTH 33K 5500 4 3/4 5 1/4 YES
23 S-61.6 SOUTH 33K 5500 4 3/4 5 1/8 YES
24 S-59.6 SOUTH 33K 5500 4 5/8 4 7/8 YES
25 S-61.6 SOL'TH 33K 5500 4 3/4 4 3/4 YES
26 B-61.6 SOUTH 33K 5500 4 3/4 4 3/4 YES
27 S-59.6 SOL'TH 33K 5500 4 5/8 4 3/4 YES
28 S-59.6 SOL'TH 33K 5500 4 5/8 4 3/4 YES
29 S-67 SOUTH 33K 5500 5 1/4 5 I/2 YES
30 B-67 SOL'TH 33K 5500 5 1/4 5 3/8 YES
31 S-67 SOL'TH 33K 5500 5 1/4 5 7/16 YES
32 S-67 SOUTH 33K 5500 5 1/4 5 3/8 YES
33 S-67 SOUTH 33K 5500 5 1/4 5 1/4 YES
34 B-67 SOUTH 33K 5500 5 1/4 5 3/4 YES
35 S-67 SOL]TH 33K 5500 5 1i4 5 3/8 YES
36 S-67 SOUTH 33K 5500 5 1/4 5 3/16 YES
37 S-59 SOUTH 33K 5500 4 5i8 4 7/16 YES
38 S-29.6 SOUTH 33K 5500 2 1/4 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
(I) 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
responsibility for variation in quality tcomposition, appearance, pertbrmance, 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. 11 ," Goodnight Lane Tel. (972) 241-4517 RoneEngineers
Dallas:Fort Worth 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 20 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 WEST 33K 5500 2 I/4 2 1/4 YES
40 S-59 NECorner 33K 5500 4 5/8 4 15/16 YES
41 B-59 EAST 33K 5500 4 5,'8 4 1/2 YES
42 S-68 EAST 33K 5500 5 3/8 5 1/4 YES
43 S-96 EAST 33K 5500 7 1/2 7 1/2 YES
44 S-98.6 EAST 33K 5500 7 3/4 7 5/8 YES
45 S-98.6 EAST 33K 5500 7 3/4 7 3/4 YES
46 B-73.6 EAST 33K 5500 5 5/8 5 3/4 YES
47 S-100 EAST 33K 5500 7 7/8 7 1/2 YES
48 S-100 EAST 33K 5500 7 7/8 7 7/16 YES
49 S-100 EAST 33K 5500 7 7/8 7 3/4 YES
50 B-73 EAST 33K 5500 5 5;8 5 3/4 YES
51 S-96 EAST 33K 5500 7 1/2 7 1/4 YES
52 S-96 EAST 33K 5500 7 1;2 7 9/16 YES
53 S-96 EAST 33K 5500 7 1/2 7 3/8 YES
54 S-96 EAST 33K 5500 7 1/2 7 1/2 YES
55 S-98 EAST 33K 5500 7 3/4 7 1/2 YES
56 B-71.6 EAST 33K 5500 5 1;2 5 1/4 YES
57 S-98.6 EAST 33K 5500 7 3/4 7 1/2 YES
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 7/29/98
Comments: *Elongation from table. Technician did interpolation between 69 & 71 to get elongation for 70.
Distribution:
(I) 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
respons:bili~' for variation in quali~' {.composinon, appearance, performance, etco 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. 11' -' Goodnight Lane Tel. (972) 241-4517 RoneEn ineers
Ca,las. For1 ','Vo'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 Selwices Revised: October 9, 1998
Location: Building 20 Technician: R. Lovelady
# Tendon Locadon Jack Force Gauge Required Elongations Elongations Total Within
No. ~3;~ips} Pressure Elongations End (1) End (2} Elongations Tolerance
58 S98.6 EAST 33K 5500 7 3/4 7 5/16 YES
59 S98.6 EAST 33K 5500 7 3/4 7 3/16 YES
60 B-76 EAST 33K 5500 6 5 9/16 YES
61 S-12.6 EAST 33K 5500 7/8 7/8 YES
62 S-26 EAST 33K 5500 2 2 1/16 YES
63 S-26 EAST 33K 5500 2 2 3/16 YES
64 B-26 EAST 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
(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
responsibili~, for varianon in quality ~,compos~tion, 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