Mansions Phase 1-LR 980414 (07) Rone Engineers, Inc. 34 Goodnight Lane Tel. (972) 241-4[ RoneEnoineers
Dallas/Fort Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page 1 of 4
Report No: 3137-D7429-161 Sample Date: April 17, 1998
Client: Western Rim Services Report Date: April 14, 1998
Location: BUILDING #40 Technician: Mike Fuller
# Tendon Location lack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
I B-29 SOUTH SIDE 33K 2 1/8 2 1/2 YES
2 S-29 SOUTH SIDE 33K 2 1/8 2 I/8 YES
3 S-48 SOUTH SIDE 33K 3 1/2' 2 1/8 YES
4 B-30 SOUTH SIDE 33K 2 2/8 2 1/2 YES
5 B-30 SOUTH SIDE 33K 2 2/8 2 1/2 YES
6 B-30 SOUTH SIDE 33K 2 2/8 2 1/2 YES
7 B-30 SOUTH SIDE 33K 2 2/8 2 1/8 YES
8 B-57 EAST SIDE 33K 4 3/8 4 1/2 YES
9 S-57 EAST SIDE 33K 4 3/8 4 1/2 YES
10 B-78 SOUTH SIDE 33K 5 7/8* 5 YES
I1 S-63 EAST SIDE 33K 4 7/8 4 1/2 YES
12 S-62 EAST SIDE 33K 4 3/4 4 1/2 YES
13 B-62 EAST SIDE 33K 4 3/4 5 YES
14 S-62 EAST SIDE 33K 4 3/4 4 1/4 YES
15 S-62 EAST SIDE 33K 4 3/4 5 1/16 YES
16 S-65 EAST SIDE 33K 5 5 YES
17 B-65 EAST SIDE 33K 5 5 YES
18 S-65 EAST SIDE 33K 5 4 3/4 YES
19 S-61 EAST SIDE 33K 4 5/8 4 1/4 YES
-~xtuipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: *SHORT
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, 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 Io whom they are
addressed.
c:\wpwin\reports\D7429-161-98\ST April 14, 1998 Repull April 17, 1998 - Revised * ( ~
j RoneEngineers, lnc. 34 Goodnight Lane Te,.(97 ) RoneEn ineers
Dal~as.;Fort Worth Dallas, Texas Metro (972) 263-1555
, 75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page I of 4
Report No: 3137-D7429-127A Sample Date: April 2, 1998
Client: Western Rim Services Report Date: April 14, 1998
Location: BUILDING #40 Technician: Mike Fuller
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
I B-29 SOUTH SIDE 33K 2 1/8 2 112 YES
2 S-29 SOUTH SIDE 33K 2 1/8 2 i/8 YES
3 S-48 SOUTH SIDE 33K 3 518 2 1/8 NO *
4 B-30 SOUTH SIDE 33K 2 218 2 1/2 YES
5 B-30 SOUTH SIDE 33K 2 218 2 112 YES
6 B-30 SOUTH SIDE 33K 2 2/8 2 1/2 YES
7 B-30 SOUTH SIDE 33K 2 218 2 1/8 YES
8 B-57 EAST SIDE 33K 4 318 4 1/2 YES
9 S-57 EAST SIDE 33K 4 3/8 4 1/2 YES
10 B-78 SOUTH SIDE 33K 6 5 NO *
11 S-63 EAST SIDE 33K 4 7/8 4 1/2 YES
12 S-62 EAST SIDE 33K 4 3/4 4 1/2 YES
13 B-62 EAST SIDE 33K 4 314 5 YES
14 S-62 EAST SIDE 33K 4 3/4 4 I/4 YES
15 S-62 EAST SIDE 33K 4 3/4 5 1/16 YES
16 S-65 EAST SIDE 33K 5 5 YES
17 B-65 EAST SIDE 33K 5 5 YES
18 S-65 EAST SIDE 33K 5 4 3/4 YES
19 S-61 EAST SIDE 33K 4 5/8 4 1/4 YES
~quipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: *SHORT
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, performance, etc.) or any other feature of similar subject matter provided by
persons or conditions over which we have no conlrol. Our letters and reports are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-127A-98\ST April 14, 1998
Rone Engineers, Inc. 34 Goodmght Lane Tel. (972)241-45 Ronei::n_qineerS
Dallas./Forl Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page 2 of 4
Report No: 3137-D7429-127A Sample Date: April 2, 1998
Client: Western Rim Services Report Date: April 14, 1998
Location: BUILDING//40 Technician: Mike Fuller
# Tendon Location .lack Fore Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
20 S-61 EAST SIDE 33K 4 5/8 4 1/4 YES
21 B-64 EAST SIDE 33K 4 7/8 5 YES
22 S-64 EAST SIDE 33K 4 7/8 5 YES
~ S-62 EAST SIDE 33K 4 7/8 5 1/16 YES
24 S-64 EAST SIDE 33K 4 3/4 4 1/2 YES
~ B-64 EAST SIDE 33K 4 7/8 4 1/2 YES
26 S-62 EAST SIDE 33K 4 7/8 4 1/2 YES
27 S-62 EAST SIDE 33K 4 3/4 4 1/4 YES
28 B-69 EAST SIDE 33K 4 3/4 4 1/2 YES
29 S-69 EAST SIDE 33K 5 1/4 5 1/2 YES
30 S-69 EAST SIDE 33K 5 1/4 5 1/2 YES
31 S-69 EAST SIDE 33K 5 1/4 5 1/2 YES
32 B-69 EAST SIDE 33K 5 1/4 5 1/2 YES
33 S-69 EAST SIDE 33K 5 1/4 5 1,e2 YES
34 S-69 EAST SIDE 33K 5 1/4 5 1/2 YES
35 S-69 EAST SIDE 33K 5 1/4 5 1/2 YES
36 S-69 EAST SIDE 331(. 5 1/4 5 1/2 YES
37 S-61 EAST SIDE 33K 4 5/8 4 ]/4 YES
38 B-32 EAST SIDE 33K 2 3/8 2 1/2 YES
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments:
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
LIIVIITATIONS: The test results presented herein were prepared b-'~sed upon the spe,:ific samples provided for tesling. 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 repo~s are for the exclusive use oflhe clients to whom hhey are
addressed.
c:\wpwin\reports\D7429-127A-98\ST April 14, 1998
Rone Engineers. Inc. 34 Goodnight Lane Tel. (972) 241-45 ineers
Dallas/Eon Worth Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page 3 of 4
Report No: 3137-D7429-127A Sample Date: April 2, 1998
Client: Western Rim Services Report Date: April 14, 1998
Location: BUILDING//40 Technician: Mike Fuller
# Tendon Location .lack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 S-32 EAST SIDE 33K 2 3/8 2 1/2 YES
40 S-61 EAST SIDE 33K 4 5/8 5 YES
41 B-61 EAST SIDE 33K 4 5/8 5 YES
42 S-70 NORTH SIDE 33K 5 3/8 5 I/4 YES
43 S-98 NORTH SIDE 33K 7 5/8 7 3/4 YES
44 S-101 NORTH SIDE 33K 7 7/8 8 YES
45 S-101 NORTH SIDE 33K 7 7/8 7 5/8 YES
46 B-75 NORTH SIDE 33K 5 3/4 6 YES
47 S-102 NORTH SIDE 33K 7 7/8 8 1/16 YES
48 S-102 NORTH SIDE 33K 7 7/8 7 7/8 YES
49 S-102 NORTH SIDE 33K 7 7/8 7 1/2 YES
50 B-76 NORTH SIDE 33K 5 7/8 6 1/:2 YES
51 S-98 NORTH SIDE 33K 7 5/8 7 5/8 YES
52 S-98 NORTH SIDE 33K 7 5/8 7 314 YES
53 S-98 NORTH SIDE 33K 7 5/8 8 YES
54 S-98 NORTH SIDE 33K 7 5/8 8 YES
55 S-101 NORTH SIDE 33K 7 7/8 8 YES
56 B-74 NORTH SIDE 33K 5 3/4 6 YES
57 S-101 NORTH SIDE 33K 7 7/8 10 NO *
]~quipment 1D: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: * + LONG, POSSIBLE UNDER PULL
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Lan')' 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 teat results presented herein were prepared based upon the specific samples provided for testing. We aasume no
responsibility for variation in quality (composition. appearance, pcri'ormance, etc.) or any other feature o£ similar subject matter provided by
persons or eonditlons over which we have no control. Our lencrs and reports are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-127A-98\ST April 14, 1998
i Rone Engineers, Inc. 34 Goodnight Lane Tel. (972)241-45 RoneEncfin r
i Dallas.;Forl Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansion By The Lake Page 4 of 4
Report No: 3137-D7429-127A Sample Date: April 2, 1998
Client: Western Rim Services Report Date: April 14, 1998
Location: BUILDING//40 Technician: Mike Fuller
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
58 S-101 NORTH SIDE 33K 7 7/8 8 YF..S
59 S-101 NORTH SIDE 33K 7 7/8 7 7/8 YE..S
60 B-79 NORTH SIDE 33K 6 1/8 6 YF..3
61 S-15 NORTH SIDE 33K I 2 YES
62 S-27 NORTH SIDE 33K 2 COVERED **
63 S-27 NORTH SIDE 33K 2 COVERED **
64 B-27 NORTH SIDE 33K 2 COVERED **
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: ** DID NOT PULL, COVERED UP
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 Dam_ton; C. D. Construction Consulting
LI3.11TATIONS: The test results presented herein were prepared based upon the spegific samples provided for testing. We assume no
responsibility for variation in quality (:omposition, appearan:e, 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\repons\D7429-127A-98',ST April 14, 1998