Mansions Phase 1-LR 980504 (3) Rone Engineers, Inc. 1"-"'4 Goodnight Lane Tel. (972) 241-45': RoneEncfineers
Dallas;For1 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-D7429-162 Sample Date: April 20, 1998
Client: Western Rim Services Report Date: May 4, 1998
Location: Building #38 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations Lad (1) End (2) Elongations Tolerance
I B29 South Side 33K 7800 2 1/8 ..... *See note
2 S29 South Side 33K 7800 2 1/8 ...... *See note
3 S48 South Side 33K 7800 3 5/8 3 3/4 -- 3 3/4 Y
4 B30 South Side 33K 7800 2 2/8 2 1/8 -- 2 1/8 Y
5 B30 South Side 33K 7800 2 2/8 2 1/8 -- 2 1!8 Y
6 B30 South Side 33K 7800 2 2/8 2 1/4 - 2 1/4 Y
7 B30 South Side 33K 7800 2 2/8 2 1/8 - 2 1/8 Y
8 B57 East Side 33K 7800 - 4 3/8 - 4 1/4 - - 4 1/4 Y
9 S57 East Side 33K 7800 4 3/8 4 1/2 -- 4 li2 Y
10 B78 South Side 33K 7800 6 5 1/2 -- 5 1/2 Y
11 S63 East Side 33K 7800 4 7/8 5 - 5 Y
12 S62 East Side 33K 7800 4 3/4 4 7/8 - 4 7/8 Y
13 B62 East Side 33K 7800 4 3/4 4 3/4 -- 4 3/4 Y
14 S62 East Side 33K 7800 4 3/4 4 3/4 -- 4 3/4 Y
15 S62 East Side 33K 7800 4 3/4 4 3/4 -- 4 3/4 Y
16 S65 East Side 33K 7800 5 5 -- 5 Y
17 B65 East Side 33K 7800 5 ..... *See note
18 565 East Side 33K 7800 5 ...... *See note
19 S61 East Side 33K 7800 4 5/8 5 -- 5 Y
Equipment ID: Ram No: 97-237 Pump No: 03396C Gauge No: 97-237
Equipment Calibration Date: 10/20/97
Comments: *Cables gl, 2, 17 & 18 - Concrete bursted when pressure applied to end of cables. The anchors not held in place
by the concrete anymore per subcontractor.
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(I) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LLMrFATIONS: 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.
z:\wpwin\reports\D7429-162-98\SH May 4, 1998 C ~
i Rone Engineers, Inc. 1'~'~4 Goodnight Lane Tel. (972) 241-45'. ineers
Da,as.-'Foa Worm Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5~ 74
ELONGATION REPORT
Project: Mansions By The Lake Page: 2 of 4
Report No: 3137-D7429-162 Sample Date: April 20, 1998
Client: Western Rim Services Report Date: May 4, 1998
Location: Building #38 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
20 S61 East Side 33K 7800 4 5/8 4 3/4 -- 4 3i4 Y
21 B64 East Side 33K 7800 4 7/8 4 3/4 -- 4 3/4 Y
22 S64 East Side 33K 7800 4 7/8 5 1/4 - 5 1/4 Y
23 S64 East Side 33K 7800 4 7/8 5 -- 5 Y
24 S62 East Side 33K 7800 4 3/4 5 - 5 Y
25 S64 East Side 33K 7800 4 7/8 5 -- 5 Y
26 B64 East Side 33K 7800 4 7/8 5 -- 5 Y
27 S62 East Side 33K 7800 4 3/4 4 1i2 - 4 1/2 Y
28 S62 East Side 33K 7800 4 3/4 4 1/2 -- 4 1i2 Y
29 B69 East Side 33K 7800 5 1/4 5 -- 5 Y
30 S69 East Side 33K 7800 5 1/4 5 -- 5 Y
31 S69 East Side 33K 7800 5 1/4 5 1/2 -- 5 1/2 Y
32 S69 East Side 33K 7800 5 1/4 5 1/4 -- 5 i/4 Y
33 B69 East Side 33K 7800 5 1/4 5 1/4 -- 5 1/4 Y
34 S69 East Side 33K 7800 5 1/4 5 1/4 -- 5 1/4 Y
35 S69 East Side 33K 7800 5- 1/4 5 1/4 - 5 1/4 Y
36 S69 East Side 33K 7800 5 1/4 5 1/4 -- 5 1/4 Y
37 S61 East Side 33K 7800 4 5/8 4 3/4 - 4 3/4 Y
38 B32 East Side 33K 7800 2 3/8 2 1/2 -- 2 1/2 Y
Equipment ID: Ram No: 97-237 Pump No: 03396C Gauge No: 97-237
Equipment Calibration Date: 10/20/97
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
LB.IrrATIONS: 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\D7429-162-98\SH May 4, 1998
Rone Engineers, Inc. 1"'""4 Goodnight Lane Tel. (972) 241-45-, RoneEnoineers
Dallas;For[ 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-D7429-162 Sample Date: April 20, 1998
Client: Western Rim Services Report Date: May 4, 1998
Location: Building #38 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
39 S32 East Side 33K 7800 2 3/8 2 1/2 -- 2 1/2 Y
40 S61 North Side 33K 7800 4 5/8 5 -- 5 Y
41 B61 North Side 33K 7800 4 5/8 4 1/2 -- 4 1/2 Y
42 S70 North Side 33K 7800 5 3/8 5 1/2 -- 5 1i2 Y
43 S98 North Side 33K 7800 7 518 7 7/8 - 7 7/8 Y
44 SI01 North Side 33K 7800 7 7/8 8 -- 8 Y
45 SI01 North Side 33K 7800 7 7.;8 8 -- 8 Y
46 B75 North Side 33K 7800 5 3/4 5 1/2 -- 5 1,'2 Y
47 SI02 North Side 33K 7800 7 7/8 8 3,'8 -- 8 3~8 Y
48 S102 North Side 33K 7800 7 7:'8 8 - 8 Y
49 S102 North Side 33K 7800 7 7/8 8 1/4 - 8 1/4 Y
50 B76 North Side 33K 7800 5 7/8 5 3/4 - 5 3/4 Y
51 S98 North Side 33K 7800 7 5/8 7 1/2 -- 7 1/2 Y
52 S98 North Side 33K 7800 7 5/8 7 7/8 - 7 7/8 Y
53 S98 North Side 33K 7800 7 5/8 7 1/2 - 7 1i2 Y
54 598 North Side 33K 7800 7 5/8 8 I/4 - 8 1;4 Y
55 S101 North Side 33K 7800 7 7/8 7 7/8 - 7 7/8 Y
56 B74 North Side 33K 7800 5 3/4 5 1/2 - 5 1/2 Y
57 S101 Noxnh Side 33K 7800 7 7i8 8 - 8 Y
Equipment ID: Ram No: 97-237 Pump No: 03396C Gauge No: 97-237
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
L~-I1TATIONS: 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\D7429-162-98\SH May 4, 1998
Rone Engineers, Inc. 1."--"'4 Gooclnight Lane Tel. (972) 241-45
Dallas,-Fo~ 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-D7429-162 Sample Date: April 20, 1998
Client: Western Rim Services Report Date: May 4, 1998
Location: Building #38 Technician: K. Courtier
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
58 S101 North Side 33K 7800 7 7/8 8 -- 8 Y
59 S101 North Side 33K 7800 7 7/8 8 -- 8 Y
60 B79 North Side 33K 7800 6 1;8 6 -- 6 Y
61 S15 West Side 33K 7800 I 1 -- I Y
62 S27 North Side 33K 7800 2 2 1/8 -- 2 I/8 Y
63 S27 North Side 33K 7800 2 1 7/8 -- 1 7/8 Y
64 B27 North Side 33K 7800 2 2 -- 2 Y
Equipment ID: Ram No: 97-237 Pump No: 03396C Gauge No: 97-237
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
(i) 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\D742998\SH May 4, 1998