Mansions Phase 1-LR 980414 (08) Rone Engineers, Inc. 1 34 Goodnight Lane . Tel. (972) 241-45. RoneEngineers
Dallas/For1 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-D7429-127B Sample Date: April 2, 1998
Client: Western Rim Services Report Date: April 14, 1998
Location: Building//41 Technician: Mike Fuller
tt Tendon Location .lack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure F_.longations End (1) End (2) Elongations Tolerance
I B-29 NORTH SIDE 33K 2 1/8 2 1/8 YES
2 S-29 NORTH SIDE 33K 2 1/8 2 1/4 YES
3 S-48 NORTH SIDE 33K 3 5/8 3 518 YES
4 B-30 NORTH SIDE 33K 2 2/8 2 5/8 YES
5 B-30 NORTH SIDE 33K 2 2/8 2 1/2 YES
6 B-30 NORTH SIDE 33K 2 2/8 2 1/2 YES
7 B-30 NORTH SIDE 33K 2 2/8 2 1/2 YES
8 B-57 WEST SIDE 33K 4 3/8 4 1/8 YES
9 S-57 WEST SIDE 33K 4 3/8 3 1/2 + NO *
10 B-78 SOUTH SIDE 33K 6 5 1/2 YES
11 S-63 WEST SIDE 33K 4 7/8 5 YES
12 S-62 WEST SIDE 33K 4 3/4 5 YES
13 B-62 WEST SIDE 33K 4 3/4 5 YES
14 S-62 WEST SIDE 33K 4 3/4 5 YES
15 S-62 WEST SIDE 33K 4 3/4 5 YES
16 S-65 WEST SIDE 33K 5 5 1/8 YES
17 B-65 WEST SIDE 33K 5 5 1/4 YES
18 S-65 WF_,ST SIDE 33K 5 5 YES
19 S-61 WEST SIDE 33K 4 5/8 6 + NO *
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: *SHORT, + LONG, POSSIBLE UNDER PULL
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
LIMFFA'I'IONS: Thc test results presented herein were prepared based upon thc specific samples provided for testing. We assume no
responsibility for variation in quality (cmnposition, appearance, perfom~ance, etc.) or an}' other feature of similar subject matter provided by
persons or conditions over which we have no control. Our letters and r~pons ar~ for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-127B-98\$T April 14. 1998
Da,asfFoc, 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-D7429-127B Sample Date: April 2, 1998
Client: Western Rim Services Report Date: April 14, 1998
Location: Building #41 Technician: Mike Fuller
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (I) End (2) Elongations Tolerance
20 S-61 WEST SIDE 33K 4 5/8 5 YES
21 B-64 WEST SIDE 33K 4 7/8 5 1/8 YES
22 S-64 WEST SIDE 33K 4 7/8 5 1/8 YES
23 S-64 WEST SIDE 33K 4 7/8 5 YES
24 S-62 WEST SIDE 33K 4:3/4 5 114 YES
25 S-64 WEST SIDE 33K 4 7/8 5 1/4 YES
26 B-64 WEST SIDE 33K 4 7/8 5 YES
27 S-62 WEST SIDE 33K 4 3/4 5 YES
28 S-62 WEST SIDE 33K 4 3/4 5 + NO *
29 B-69 WEST SIDE 33K 5 1/4 5 1/2 YES
30 S-69 WEST SIDE 33K 5 1/4 5 1/2 YES
31 S-69 WEST SIDE 33K 5 1/4 5 1/2 YES
32 S-69 WE, ST SIDE 33K 5 1/4 5 518 YES
33 B--69 WEST SIDE 33K 5 I/4 5 3/4 YES
34 S-69 WEST SIDE 33K 5 1/4 5 3/4 YES
35 $-69 WEST SIDE 33K 5 1/4 5 1/2 YES
36 $-69 WE3T SIDE 33K 5 1/4 5 I/2 YES
37 S-61 WEST SIDE 33K 4 5/8 4 7/8 YES
38 B-32 WEST SIDE 33K 2 3/8 2 3/8 + NO *
Equipment ID: Ram No: Pump No: Gauge No:
Equipment Calibration Date:
Comments: *SHORT, + LONG, POSSIBLE UNDER PULL
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(I) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LIMFTATIONS: 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 ellents to whom they are
addressed.
c:\wpwin\r~ports\D7429-127B-98\ST April 14, 1998
Rone Engineers, Inc. '~ 2,4 Goodnight Lane Tel. (972) 241-45. ineers
Dallas.'Fo~ Woqn 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-D7429-127B Sample Date: April 2, 1998
Client: Western Rim Services Report Date: April 14, 1998
Location: Building//41 Technician: Mike Fuller
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2_) Elongations Tolerance
39 S-32 WEST SIDE 33K 2 3/8 2 3/8 YES
40 S-61 SOUTH SIDE 33K 4 5/8 4 1/2 YES
41 B-61 SOUTH SIDE 33K 4 5/8 4 NO *
42 S-70 SOUTH SIDE 33K 5 3/8 5 3/4 YES
43 S-98 SOUTH SIDE 33K '7 5/8 8 YES
44 S-101 SOUTH SIDE 33K 7 7/8 8 1/16 YES
45 $-101 SOUTH SIDE 33K 7 7/8 8 YES
46 B-75 SOUTH SIDE 33K 5 3/4 6 YES
47 S-102 SOUTB SIDE 33K 7 7/8 7 7/8 YES
48 S-102 SOUTH SIDE 33K 7 7/8 8 YES
49 S-102 SOUTH SIDE 33K ? 7/8 7 7/8 YES
50 B-76 SOUTH SIDE 33K 5 7/8 5 3/4 YES
51 S-98 SOUTH SIDE 33K 7 5/8 7 3/4 YES
52 S-98 SOUTH SIDE 33K 7 5/8 7 3/4 YES
53 S-98 SOUTH SIDE 33K 7 5/8 8 1/16 YES
54 S-98 SOUTH SIDE 33K 7 5/8 7 3/4 YES
55 S-101 SOUTH SIDE 33K 7 7/Ii 8 YES
56 B-74 SOUTH SIDE 33K 5 3/4 6 YES
57 S-101 SOUTH SIDE 33K 7 7/8 8 YES
t~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 qualily (composition. appearance, performance, etc.) or any other feature of similar subject matter provided by
persons or conditions over which we have no control. Our leucrs and repod, s are for the exclusive use of the clients to whom the)' are
addressed.
e:\wpwin\reports\D7429-127B-98\ST ~pril 14, 1998
Rone Engineers, Inc. 34 Goodnight Lane Tel. (972) 241-45 RoneEn ineers
Dallas/Forl Worlh 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-D7429-127B Sample Date: April 2, 1998
Client: Western Rim Semices Report Date: April 14, 1998
Location: Building//41 Technician: Mike Fuller
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. 0Gps) Pressure Elongations End (1) End (2) Elongations Tolerance
58 S-101 SOUTH SIDE 33K 7 7/8 8 3/4
59 S-101 SOUTH SIDE 33K 7 7/8 8
60 B-79 EAST SIDE 33K 6 1/8 7 1/8
61 S-15 EAST SIDE 33K I 2
62 S-27 EAST SIDE 33K 2 2
63 S-27 EAST SIDE 33K 2 2
64 B-27 EAST SIDE 33K 2 2
Equipment ID: 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. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Copp¢ll
(1) Mr. Tony Martin; Newport Classic
(I) Mr. Doyle Damron; C. D. Construction Consulting
LIIMITATIONS: The test results presented herein were prepared based upon the spezific samples provided for testing. We assume no
responsibility for variation in quality (composition. appearance, perfornmn;:e, 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.
e:\wpwin\reports\D7429-127B-98\ST April 14, 1998