Mansions Phase 1-LR 980520 Rone Engineers. Inc. 1 '~"~4 Goodnight Lane Tel. (972) 241-451-~', Rone Encfineers
Dallas/Fort Worm 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-D7429-194 Sample Date: May 5, 1998
Client: Western Rim Services Report Date: May 20, 1998
Location: Building//6 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
I B29 East Side 33K 7800 2 1/8 1 5/8 - I 5/8 'See note
2 S29 East Side 33K 7800 2 1/8 I 3/4 - 1 3/4 *See note
3 S48 East Side 33K 7800 3 5;8 3 1i8 -- 3 1:8 *See note
4 B30 East Side 33K 7800 2 2/8 2 1/16 - 2 1/16 Y
5 B30 East Side 33K 7800 2 2/8 2 7/8 -- 2 7/8 *See note
6 B30 East Side 33K 7800 2 2/8 2 1/8 -- 2 138 Y
7 B30 East Side 33K 7800 2 2/8 I 5/8 -- I 5/8 *See note
8 B57 South Side 33K 7800 4 3/8 4 1/4 -- 4 1/4 Y
9 S57 South Side 33K 7800 4 3/8 4 3/8 -- 4 3/8 Y
I0 B78 East Side 33K 7800 6 5 1;8 -- 5 1/8 Y
11 S63 South Side 33K 7800 4 7;8 5 - 5 Y
12 S62 South Side 33K 7800 4 3;4 4 13/16 -- 4 13/16 Y
13 B62 South Side 33K 7800 4 3,'4 4 13/16 - 4 13/16 Y
14 S62 South Side 33K 7800 4 3i4 4 5/8 -- 4 5;8 Y
15 S62 South Side 33K 7800 4 3/4 4 3/4 - 4 3;4 Y
16 S65 South Side 33K 7800 5 4 7/8 - 4 7/8 Y
17 B65 South Side 33K 7800 5 4 3/4 - 4 3;4 Y
18 S65 South Side 33K 7800 5 5 1/14 -- 5 1i14 Y
19 S61 South Side 33K 7800 4 5;8 4 314 -- 4 3/4 Y
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: Cable technician was not present in order to give new calibration intbrmation. Cables were pulled without engineering
technician present.
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LI]vI1TATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility t'or variation in quality (,composition, appearance, performance, etc.) or any other feature of similar subject manet provided by
persons or conditions over which we have no controi. Our '.citers and reports are for the exclusive use of the ;lients :o whom they are
addressed. ~
;:",wpwin",raports\D7429-194-98'.SH May 20, 1998
Rone Engineers, Inc. 1 ;""~4 Gooclmgl~t Lane ; Tel. (972) 241-451~-- RoneEnc ineers
Dallas~'Fort 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-D7429-194 Sample Date: May 5, 1998
Client: Western Rim Services Report Date: May 20, 1998
Location: Building #6 Technician: K. Courtier
# Tendon Location Jack Fome Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
20 S61 South Side 33K 7800 4 5i8 4 3/4 -- 4 3i4 Y
21 B64 South Side 33K 7800 4 7/8 5 1/16 -- 5 i;16 Y
22 S64 South Side 33K 7800 4 7.'8 4 13/16 -- 4 13;16 Y
23 S64 South Side 33K 7800 4 7/8 4 15/16 -- 4 15/16 Y
24 S62 South Side 33K 7800 4 3,'4 4 7/8 -- 4 7:8 Y
25 S64 South Side 33K 7800 4 7/8 4 13/16 -- 4 13.,'16 Y
26 B64 South Side 33K 7800 4 7/8 4 7/8 -- 4 7/8 Y
27 S62 South Side 33K 7800 4 3/4 4 3/4 -- 4 3;4 Y
28 S62 South Side 33K 7800 4 3/4 4 13/16 -- 4 13/16 Y
29 B69 South Side 33K 7800 5 1/4 5 1i8 -- 5 1:8 Y
30 S69 South Side 33K 7800 5 1:4 5 3/8 -- 5 3~8 Y
31 S69 South Side 33K 7800 5 1;4 4 13/16 -- 4 13;16 Y
32 S69 South Side 33K 7800 5 1,"4 4 7/8 - 4 7/8 Y
33 B69 South Side 33K 7800 5 1/4 5 3/16 -- 5 3/16 Y
34 S69 South Side 33K 7800 5 1/4 4 13/16 -- 4 13/16 Y
35 S69 South Side 33K 7800 5 1/4 5 1/16 -- 5 1/16 Y
36 S69 South Side 33K 7800 5 1;4 5 3/16 -- 5 3/16 Y
37 S61 South Side 33K 7800 4 5i8 4 7/16 -- 4 7~16 Y
38 B32 South Side 33K 7800 2 3:8 2 1i8 -- 2 118 Y
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Cornraents:
Distribution:
(1) Mr. Richard E. Simmons; Western Rim SerMces
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Dam_rom C. D. Construction Consulting
LLM1TATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility tbr variation in quality (composition. appearan~:¢, performance, etc.) or any other feature of similar subject matter provided by
persons or conditions over which we have no cont,'ol. Our '.otters and reports are for the exclusive use o1' th,* clients to whom they are
addressed.
c:',wpwin\reports\D7429-194-98'.SH May 20, 1998
Rone Engineers, Inc. ; 1>'~'q4 Goodnight Lane Tel. (972) 241-451'=''''- RoneEnQineers
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-D7429-194 SampLe Date: May 5, 1998
Client: Western Rim Services Report Date: May 20, 1998
Location: Building #6 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (lGps) Pressure Elongations End (1) End (2) Elongations Tolerance
39 S32 South Side 33K 7800 2 3/8 2 1/8 -- 2 1:8 Y
40 S61 West Side 33K 7800 4 5/8 3 7/8 - 3 7/8 *See note
41 B6i West Side 33K 7800 4 5/8 ....... See note
42 S70 West Side 33K 7800 5 3i8 5 1/2 -- 5 i;2 Y
43 S98 West Side 33K 7800 7 5/8 7 3/4 -- 7 3;4 Y
44 SI01 West Side 33K 7800 7 7/8 8 1/4 -- 8 1i4 Y
45 SI01 West Side 33K 7800 7 7/8 8 -- 8 Y
46 B75 West Side 33K 7800 5 3/4 5 3/8 -- 5 3;8 Y
47 S102 West Side 33K 7800 7 7/8 8 -- 8 Y
48 SI02 West Side 33K 7800 7 7/8 8 1;4 -- 8 1/4 Y
49 S102 West Side 33K 7800 7 7,'8 8 -- 8 Y
50 B76 West Side 33K 7800 5 7;8 6 -- 6 Y
51 S98 West Side 33K 7800 7 5/8 7 1/8 - 7 1:8 Y
52 S98 West Side 33K 7800 7 5i8 7 -- 7 Y
53 598 West Side 33K 7800 7 5/8 7 3/4 -- 7 3/4 Y
54 S98 West Side 33K 7800 7 5/8 7 23/4 -- 7 3/4 Y
55 SIOI West Side 33K 7800 7 7/8 7 1/2 -- 7 1/2 Y
56 B74 West Side 33K 7800 5 3/4 5 3/8 - 5 3/8 Y
57 Sl01 West Side 33K 7800 7 7/8 7 1/2 -- 7 I/2 Y
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: *Cable //41: Problem cable - marked with orange paint. Cables pulled before engineering technician arrived.
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Ser¥ices
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; 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 ba~ed upon u~,e 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 ~:potls are for the exclusive use o£ the clients to whom they are addressed.
c:',,wpwin~repoas',D7429-194-98'..SH May 20, 1998
: Fiche Engineers, Inc. 1 *"'~4 Goodnight Lane Tel. (972) 241-451=`` ineers
Dailas..'For[ 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-D7429-194 Sample Date: May 5, 1998
Client: Western Rim Services Report Date: May 20, 1998
Location: Building//6 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. ~ps) Pressure Elongations End (1) End (2) Elongations Tolerance
58 Sl01 West Side 33K 7800 7 7/8 7 1/4 - 7 1/4 Y
59 S101 West Side 33K 7800 7 7/8 8 1/8 - 8 I18 Y
60 B79 West Side 33K 7800 6 Ii8 7 -- 7 Y
61 S15 South Side 33K 7800 I ...... *See note
62 S27 West Side 33K 7800 2 3/8 -- 3/8 Y
63 S27 West Side 33K 7800 2 2 -- ~ Y
64 1t27 West Side 33K 7800 2 2 1,."8 -- 2 1/8 Y
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: *Cable #61: Missing.
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; 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, perlbrmance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no :ontrol.
Our letters and reports are for the exclusive use of the clients to whom they are addressed.
c:',,wpwin',reports\D7429-194-tI8\SH May 20. 1998