Mansions Phase 1-LR 990112 (4) Rone Englneers, Inc. '1 ~ ~4 Goodnlght Lane Tel. (972) 241-451-7_ ineers
Dallas,-'Forl Worm Da,as. Texas Metro (972) 263-1565
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 1 of 4
Report No: 3137-D7429-355 Sample Date: December 28, 1998
Client: Western Rim Services Report Date: January 12, 1999
Location: Building//12 Technician: Leo Ruiz
tt Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongatiom End (1) End (2) Elongatiom Tolerance
I B-29 South Side Edge 33K 7700 2.125 2.0 YES
2 S-29 South Side Edge 33K 7700 2.125 2.0 YES
3 S-48 * 33K 7700 3.625 0 N/A
4 B-30 ** 33K 7700 2.125 1.75 YES
5 S-101 *** 33K 7700 7.50 7.0 NO
6 B-30 South Side Edge 33K 7700 2.125 2.125 YES
7 B-30 South Side Edge 33K 7700 2.125 2.125 YES
8 B-30 ** 33K 7700 2.125 1.75 NO
9 B-30 East Side Edge 33K 7700 2.125 2.125 YES
10 B-57 East Side Edge 33K 7700 4.375 4.250 YES
11 S-57 East Side Edge 33K 7700 4.375 4.375 YES
12 B-78 ** 33K 7700 6.0 5.375 NO
13 S-62 East Side Edge 33K 7700 4.875 4.875 YES
14 S-62 East Side Edge 33K 7700 4.75 5.00 YES
15 S-62 East Side Edge 33K 7700 4.75 4.625 YES
16 S-62 East Side Edge 33K 7700 4.75 4.50 YES
17 S-62 East Side Edge 33K 7700 4.75 4.75 YES
18 S-65 East Side Edge 33K 7700 5.0 5.0 YES
19 S-65 East Side Edge 33K 7700 5.0 4.875 YES
Equipment ID:Ram No: 97-267 Pump No: 03196C Gauge No: 97-267
Equipment Calibration Date: 12/11/98
Comments: *Cable strand S-48 does not exist in slab. **Observed cable pulled to 8000 PSI, as requested by Superintendent. ***Cable
has two live ends. i
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
(I) Mr. Doyle Damron; C. D. Construction Consultihg
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 matler 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
c:\wpwin\repom\D7429-355-98\ST January 13, 1999 ~
I~one l~nsln.er~, Inc;. 1~ ~'~4 aoodn~ght Lane TeL (97 ) 24 -4s 7- RoneEnaineers
Dallas/Fart Wash Dallas. Texas Metro (972) 263-15,55
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 2 of 4
Report No: 3137-D7429-355 Sample Date: December 28, 1998
Client: Western Rim Services Report Date: January 12, 1999
Location: Building//12 Technician: Leo Ruiz
# Tendon Location Jack Force Gauge Required Elongadom Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
20 S-65 East Side Edge 33K 7700 5.00 4,875 YES
21 S-61 East Side Edge 33K 7700 4.625 4.50 YES
22 S-61 East Side Edge 33K 7700 4.625 4.375 YE~
23 B-64 East Side Edge 33K 7700 4.875 4.625 YES
24 S-64 East Side Edge 33K 7700 4,875 5.00 YES
25 S-64 East Side Edge 33K 7700 4,875 5.00 YES
26 S-62 East Side Edge 33K 7700 4.75 4.75 YES
27 S-64 East Side Edge 33K 7700 4.875 5.00 YES
28 B-64 East Side Edge 33K 7700 4.875 5.00 YES
29 S-62 East Side Edge 33K 7700 4.75 4,875 YES
30 S-62 East Side Edge 33K 7700 4.75 5.00 YES
31 B-69 East Side Edge 33K 7700 5.25 5.375 YES
32 S-69 East Side Edge 33K 7700 5.25 5.375 YES
33 S-69 East Side Edge 33K 7700 5.25 5.375 YES
34 S-69 East Side Edge 33K 7700 5.25 5.00 YES
35 B-69 East Side Edge 33K 7700 5.25 5.125 YES
36 S-69 East Side Edge 33K 7700 5.25 5.125 YES
37 S-69 East Side Edge 33K 7700 5.25 5.375 YES
38 S-69 East Side Edge 33K 7700 5.25 5.25 YES
Equipment ID: Ram No: 97-267 Pump No: 03196C Gauge No: 97-267
Equipment Calibration Date: 12/11/98
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 Consulffng
LIMITATIONS: The test results prmemed herein were prepared based upon the specific samples provided for tesl~ng. We assume no
respomibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by
persom or conditions over which we have no control. Our letlers and reports are for the exclusive use of the clients to whom they are
c:\wpwin\reports\D7429-355-98\ST January 13, 1999
Da~las.-'Forl VVorth 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-D7429-355 Sample Date: December 28, 1998
Client: Western Rim Services Report Date: January 12, 1999
Location: Building//12 Technician: Leo Ruiz
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 S-61 East Side Edge 33K 7700 4.625 4.625 YES
40 B-32 East Side Edge 33K 7700 2.375 2.25 YES
41 S-32 East Side Edge 33K 7700 2.375 2.375 YES
42 S-61 Nor& Side Edge 33K 7700 4.625 4.50 YES
43 B-61 Nor& Side Edge 33K 7700 4.625 4.750 YES
44 S-70 Nor& Side Edge 33K 7700 5.375 5.50 YES
45 S-98 Nor& Side Edge 33K 7700 7.625 7.50 YES
46 S-101 Nor& Side Edge 33K 7700 7.875 7.75 YES
47 B-75 Nor& Side Edge 33K ./700 5.75 5.625 YES
48 S-101 North Side Edge 33K 7700 7.875 7.875 YES
49 S-102 Nor& Side Edge 33K 7700 7.875 7.875 YES
50 S-102 Nor& Side Edge 33K 7700 7.875 7.875 YES
51 S-t02 Nor& Side Edge 33K 7700 7.875 8.00 YES
52 B-76 ** 33K 7700 5.875 4.25 YES
53 S-98 Nor& Side Edge 33K 7700 7.625 7.50 YES
54 S-98 Nor& Side Edge 33K 7700 7.625 7.625 YES
55 S-98 Nor& Side Edge 33K 7700 7.625 7.625 YES
56 S-98 Nor& Side Edge 33K 7700 7.625 7.75 YES
57 S-101 Nor& Side Edge 33K 7700 7.875 7.375 YES
Equipment ID: Ram No: 97-267 Pump No: 03196C Gauge No: 97-267
Equipment Calibration Date: 12/11/98
Comments: **Observed cable pulled to 8000 PSI, as requested by Superintendent.
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 Darm'on; C. D. Construction Consulti_hg
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, ~nc.) 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
c:\wpwin\reports\D7429-355-98\ST January 13, 1999
~.~,~ I~§i~4~, I~e. 'l 'lar~4 Q,s~d~;,g~,( L~ .. Tgi. (g72) 241-4517--
Da,~.s.'Fo,~ Worm 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-D7429-355 Sample Date: December 28, 1998
Client: Western Rim Services Report Date: January 12, 1999
Location: Building//12 Technician: Leo Ruiz
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongatiom End (1) End (2) Elongations Tolerance
58 B-74 North Side Edge 33K 7700 5.75 5.875 YES
59 S-101 **** 33K 7700 7.875 7.00 NO
60 S-101 North Side Edge 33K 7700 7.875 7.50 YES
61 S-101 North Side Edge 33K 7700 7.875 7.50 YES
62 B-74 North Side Edge 33K 7700 6.125 5.94 YES
63 S-15 North Side Edge 33K 7700 I 1.0 YES
64 S-27 North Side Edge 33K 7700 2 2.0 YES
65 S-27 North Side Edge 33K 7700 2 1.875 YES
66 B-27 North Side Edge 33K 7700 2 2.0 YES
Equipment ID: Ram No: 97-267 Pump No: 03196C Gauge No: 97-267
Equipment Calibration Date: 12/11/98
Comments: ****Cable S-101, anchor failed.
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; City of Copper
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consultihg
LIMITATIONS: The test resul~ 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 manor 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
adcbessed.
c:\~win\reports\D7429-355-98\ST January 13, 1999