Mansions Phase 1-LR 980924 Rone Engineers, Inc. 112~ ',oodnight Lane Tei. (972) 24!-4517 RoneEnqineers
Da!las/Foal Worth 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 Report Date: September 24, 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
1 S-29 N E Side 33K 5500 2 1/4 2 1/4 YES
2 b-29 East-West 33K 5500 2 1/4 2 1/16 YES
3 S-48 East-West 33K 5500 3 3/4 3 1/2 NO
4 B-30 East-West 33K 5500 2 3/8 2 NO
5 B-30 East-West 33K 5500 2 3/8 2 1/8 NO
6 B-30 Enst-West 33K 5500 2 3/8 2 NO
7 B-30 East-West 33K 5500 2 3/8 2 NO
8 S-57 N W Side 33K 5500 4 1/2 4 3/8 YES
9 B-57 North-South 33K 5500 4 1/2 4 NO
10 B-78 North-South 33K 5500 6 I/8 5 I/4 NO
11 S-63 North-Sou~h 33K 5500 4 7/8 4 7/8 YES
12 S-62 North-South 33K 5500 4 7/8 4 5/8 YES
13 B-62 North-South 33K 5500 4 7/8 4 11/16 YES
14 S-62 North-South 33K 5500 4 7/8 4 7/16 YES
15 S-62 North-South 33K 5500 4 7/8 5 1/16 YES
16 S-65 North-South 33K 5500 5 1/8 5 YES
17 S-65 North-South 33K 5500 5 118 4 15/16 YES
18 B-65 North-South 33K 5500 5 1/8 4 3/4 YES
19 S-61 North-South 33K 5500 4 314 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
responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matu~r provided by
persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clie.nts to whom they are fx
addressed. ~
c:\w~win\reports\D7429-247-98\ST September 24, 1998
Rone Engineers, Inc. 112~ -~oodnight Lane Tel. (972) 241-4517 Rone Engineers
Dalias.-'l=or:, Worth 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 Report Date: September 24, 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-61 33K 5500 4 3/4 4 I/2 YES
21 $-64 33K 5500 5 4 7/8 YES
22 B-64 33K 5500 5 4 3/4 YES
23 S-64 33K 5500 5 4 1/4 NO
24 S-62 33K 5500 4 7/8 5 1/16 YES
25 S-64 33K 5500 5 4 5/8 NO
26 B-64 33K 5500 5 4 7/8 YES
27 S-62 33K 5500 4 7/8 4 3/4 YES
28 S-62 33K 5500 4 7/8 5 YES
29 S-69 33K 5500 5 3/8 5 3/8 YES
30 B-69 33K 5500 5 3/8 5 YES
31 S-69 33K 5500 5 3/8 5 1/4 YES
32 S-69 33K 5500 5 3/8 5 7/16 YES
33 S-69 33K 5500 5 3/8 5 YES
34 B-69 33K 5500 5 3/8 5 YES
35 S-69 33K 5500 5 3/8 5 3/8 YES
36 S-69 33K 5500 5 3/8 5 3/16 YES
37 S-61 33K 5500 4 3/4 4 3/4 YES
38 S-32 33K 5500 2 I/2 2 t/4 NO
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 (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 cliellts to whom they are
addressed.
c:\wpwin\reports\D7429-247-98\ST September 24, 1998
Rune Engineers, Inc. 112 3oodnight Lane Tel. (972) 241-4517 RoneEnc ineers
Dal~as..-Fo~ Wccn 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 Report Date: September 24, 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-32 33K 5500 2 1/2 2 3/8 YES
40 5-61 S W Corner 33K 5500 4 314 4 3/4 YES
41 B-61 West-East 33K 5500 4 3/4 4 3/4 YES
42 S-20 West-East 33K 5500 5 7/16' 4 7/8 NO
43 S-98 West-East 33K 5500 7 5/8 6 7/8 NO
44 S-101 West-East 33K 5500 7 7/8 6 7/8 NO
45 S-101 West-East 33K 5500 7 7/8 7 7/16 TES
46 B-75 West-East 33K 5500 5 7/8 5 3/4 YES
47 S-102 West-East 33K 5500 8 6 1/2 NO
48 S-102 West-East 33K 5500 8 7 1/2 YES
49 S-102 West-East 33K 5500 8 7 5/16 YES
50 B-76 West-East 33K 5500 6 5 11/16 YES
51 S-98 West-East 33K 5500 7 5/8 7 3/16 YES
52 S-98 West-East 33K 5500 7 5/8 7 11/16 YES
53 S-98 West-East 33K 5500 7 5/8 7 1/2 YES
54 S-98 West-East 33K 5500 7 5/8 7 1/2 YES
55 S-101 West-East 33K 5500 7 7/8 6 5/8 NO
56 B-94 West-East 33K 5500 5 3/8 5 1/4 YES
57 S-101 West-East 33K 5500 7 7/8 7 NO
Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014
Equipment Calibration Date: 7/29/98
Comments: *Elongaton from table. Technician did not interpolation between 69 and 71 to get elongation for 70.
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 letters and reports are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-247-98~ST September 24, 1998
Rbne Engineers, Inc. 112' '3oodnight Lane Tel. (972) 241-4517 RoneEnc ineers
Dallas.-'Fort Worth 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: September 24, 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
58 S-101 33K 5500 7 7/8 7 3/8 YES
59 S-101 33K 5500 7 7/8 7 1/2 YES
60 B-79 33K 5500 6 I/8 5 NO
61 S-15 33K 5500 I 1/8 3/4 NO
62 S-27 33K 5500 2 1/8 2 1/8 YES
63 S-27 33K 5500 2 1/8 2 1/8 YES
64 B-27 33K 5500 2 1/8 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. Larry Davis; City of Coppell
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility 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.
c:',wpwin\reports\D7429-247~98\ST September 24, 1998