Mansions Phase 1-LR 981009 (2) Rone Engineers. Inc. 11 Goodnight Lane Tel. (972) 241-4517 RoneEn_qineers
Dai!as.-Fod Wor:n 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-D7429-261 Sample Date: September 28, 1998
Client: Western Rim Services Revised: October 9, 1998
Location: Building #22 Technician: R. Lovelady
f Tendon Location Jack Gauge Required Elongations Elongations Total Within
No. Force Pressure Elongations End (I) End (2) Elongations Tolerance
(Kips)
i S-27 So Side-West-East 33K 5500 2 1/8 2 3,'16 YES
2 B-27 So Side-West-East 33K 5500 2 1,'8 2 1,-'8 YES
3 S-46 So Side-West-East 33K 5:500 3 5`.'8 31,'2 YES
4 B-27 So Side-West-East 33K 5500 2 I18 2 1/8 YES
5 B-27 So Side-West-East 33K 5500 2 1/8 2 I:'8 YES
6 B-27 So Side-West-East 33K 5500 2 1/8 2 1/4 YES
7 B-27 So Side-West-East 33K 5500 2 1/8 2 1/4 YES
8 S-55 East Side So to No 33K 5500 2 1/8 3 7.'8 YES
9 B-55 East Side So to No 33K 5500 4 1,'4 3 7/8 YES
10 B-65.6 East Side So to No 33K 5500 4 1/4 4 5/8 YES
11 S-60.6 East Side So to No 33K 5500 5 1;8 4 7,'8 YES
12 S-59.6 East Side So to No 33K 5500 4 3/4 4 3/4 YES
13 B-59.6 East Side So to No 33K 5500 4 5/8 4 5/8 YES
14 S-59.6 East Side So to No 33K 5500 4 5i8 4 3,'4 YES
15 S-59.6 East Side So to No 33K 5500 4 5/8 4 11,.'16 YES
16 S-62.6 East Side So to No 33K 5500 4 7/8 4 9/16 YES
17 S-62.9 East Side So to No 33K 5500 4 7/8 4 7/8 YES
18 B-62.9 East Side So to No 33K 5500 4 7/8 4 5,"8 YES
19 S-59 East Side So to No 33K 5500 4 5/8 4 1/2 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 8/24/98
Comments:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Lan3' Davis; City of Coppell
(I) Mr. Mike Hodge; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(I) Mr. Doyle Damron; C. D. Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upon ,.he specific samples provided for testing. We assume no
responsibilit?' for variauon 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.
cfi. xq~win~.reports\D7429-261-98\ST October 12. 1998
Rone Engineers, Inc. 11"-" Goodnight Lane Tel. (972) 241-4517 RoneEngineers
Dal,as.-FoC Wo~r Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By lhe Lake Page 2 of 4
Report No: 3137-D7429-261 Sample Date: September 28, 1998
Client: Western Rim Setwices Revised: October 9, 1998
Location: Building//22 Technician: R. Lovelady
# Tendon Location lack Gauge Required Elongations Elongations Total Within
No. Force Pressure Elongations End (1) End (2) Elongations Tolerance
(Kips5.
20 S-59 East Side So to No 33K' 5500 4 5/8 4 5."8 YES
21 S-61.6 East Side So to No 33K 5500 4 3/4 4 5/8 YES
22 B-61.6 East Side So to No 33K 5500 4 3/4 4 7/8 YES
23 S-61.6 East Side So to No 33K 5500 4 3.'4 4 13/16 YES
24 S-59.6 East Side So to No 33K 5500 4 5/8 4 5;8 YES
25 S-61.6 East Side So to No 33K 5500 4 3/4 4 3/4 YES
26 B-61.6 East Side So ro No 33K 5500 4 3/4 4 15/16 YES
27 S-59.6 East Side So to No 33K 5500 4 5i8 4 3/4 YES
28 S-59.6 East Side So to No 33K 5500 4 5i8 4 5/8 YES
29 B-67 East Side So to No 33K 5500 5 1/4 5 1/8 YES
30 B--67 East Side So to No 33K 5500 5 1/4 5 YES
31 S-67 East Side So to No 33K 5500 5 I,'4 5 3/8 YES
32 S-67 East Side So to No 33K 5500 5 1/4 5 1/4 YES
33 S-67 East Side So to No 33K 5500 5 1!4 5 1/2 YES
34 B-67 East Side So to No 33K 5500 5 1/4 5 1/4 YES
35 S-67 East Side So to No 33K 5500 5 1,'4 4 5;8 YES
36 5-67 East Side So to No 33K 5500 5 1/4 5 1;4 YES
37 S-59 East Side So to No 33K 5500 4 5/8 4 3/4 YES
38 S-29.6 East Side So to No 33K 5500 2 1/4 2 3/8 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 8/24/98
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
responsibility for variation in qualib' (composition. appearance, performance, etc. I or any other feature of similar subject matter provid~ 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',D7429-261-98',ST October 12. 1998
Rone Engineers, Inc. 112-- Goodnight Lane Tel. (972) 241-4517 -- RoneEngineers
Dailas.-Fod 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-D7429-261 Sample Date: September 28, 1998
Client: Western Rim Services Report Date: October 12, 1998
Location: Building//22 Technician: R. Lovelady
# Tendon Location Jack Gauge Required Elongations Elongations Total Within
No. Force Pressure Elongations End (1) End (2) Elongations Tolerance
(Kips)
39 B-29.6 East Side So to No 33I~' ~-3500 2 1/4 2 3/8 YES
40 S-59 East Side So to No 33K 5500 4 5/8 4 1/2 YES
41 B-59 East Side So to No 33K 5500 4 5/8 4 1/2 YES
42 S-68 East Side So to No 33K 5500 5 3/8 5 1/2 YES
43 S-96 East Side So to No 33K 5500 7 1/2 8 YES
44 S-98.6 East Side So to No 33K 5500 7 3/4 8 5/16 YES
45 S-98.6 East Side So to No 33K 5500 7 3/4 7 15/16 YES
46 B-73.6 East Side So to No 33K 5500 5 5/8 5 3/4 YES
47 S-100 East Side So to No 33K 5500 7 7/8 8 1/8 YES
48 S-100 East Side So to No 33K 5500 7 7/8 8 YES
49 S-100 East Side So to No 33K 5500 7 7/8 8 1/8 YES
50 B-73 East Side So to No 33K 5500 5 5/8 5 3/4 YES
51 S-96 East Side So to No 33K 5500 7 1/2 7 5/8 YES
52 S-96 East Side So to No 33K 5500 7 1/2 7 7/8 YES
53 S-96 East Side So to No 33K 5500 7 1;2 7 5/8 YES
54 S-96 East Side So to No 33K 5500 7 1/2 7 5/16 YES
55 S-98.6 East Side So to No 33K 5500 7 1;2 7 7/16 YES
56 B-71.6 East Side So to No 33K 5500 5 1/2 5 5/8 YES
57 S-98.6 East Side So to No 33K 5500 7 3/4 7 5/16 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 8/24/98
Comments: *Elongation from table, I did interpolation between 69 and 71 to get elongation for 70.
Distribution:
(I) Mr. Richard E. Simmons; Western Rim Ser¥ices
(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
responsibilit? for variation in qualit3' (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~,D7429-261-98~ST October 12. 1998
Rone Engineers. Inc. 11 Goodnight Lane Tel. (972) 241-4517 ineers
Dal!as. For:, '¢.,/onr 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-D7429-261 Sample Date: September 28, 1998
Client: Western Rim Services Revised: October 9, 1998
Location: Building//22 Technician: R. Lovelady
# Tendon Location Jack Gauge Required Elongations Elongations Total Within
No. Force Pressure Elongations End (1) End (2) Elongations Tolerance
('Kips)
58 S-98.6 East Side So to No 33K 5500 7 3/4 8 1/8 YES
59 S-98.6 East Side So to No 33K 5500 7 3!4 7 15/16 YES
60 B-76 East Side So to No 33K 5500 6 6 YES
61 S-12.6 East Side So to No 33K 5500 7/8 3/4 YES
62 S-26 East Side So to No 33K 5500 2 2 YES
63 S-26 East Side So to No 33K 5500 2 2 YES
64 B-26 East Side So to No 33K 5500 2 2 YES
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 8/24/98
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
responsibili~- for variation in qualit3: (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.
¢:'.wpwin'.reports'.D7429-261-98'~ST October 12. 1998